social environment

Emergency Services in Europe – Occupational Health & Safety

2012-01-14:  I do hope that everyone had a wonderful Christmas and New Year’s Eve !   I spent the time on an interesting project in Cuba … but more about that later.

Before launching into a new, much shorter series of posts on the 2008 NIST WTC Recommendations … I wanted to bring to your attention a related, and recently issued, EU-OSHA Publication: ‘Emergency Services: A Literature Review on Occupational Safety & Health Risks’.  It can be downloaded at the end of this post.

I have touched upon this important issue before.  AND … unfortunately, the lack of any proper consideration of this issue by Spatial Planners and Building Designers continues to receive insufficient attention at European and International Levels !

In its own explanatory blurb …

‘ The European Agency for Safety and Health at Work (EU-OSHA) contributes to making Europe a safer, healthier and more productive place to work.  The Agency researches, develops, and distributes reliable, balanced, and impartial safety and health information and organizes pan-European awareness raising campaigns.

Set up by the European Union in 1996 and based in Bilbao, Spain, the Agency brings together representatives from the European Commission, Member State governments, employers’ and workers’ organizations, as well as leading experts in each of the EU-27 Member States and beyond.’

The EU-OSHA WebSite is located at … http://osha.europa.eu

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EXECUTIVE SUMMARY – EU-OSHA ‘Emergency Services’ Publication (October 2011)

Emergency Workers comprise large professional groups ranging from career and volunteer firefighters, police officers, emergency medical staff (paramedics - emergency medical technicians - doctors - nurses) to psychologists.  In major disasters, rescue workers, technicians from large relief organizations, additional medical staff, military personnel, anti-terrorist forces, body handlers, clean-up workers, construction workers, and numerous volunteers are involved.  Depending on the emergency/disaster site, emergency workers need specialization, for instance in water rescue, mountain rescue or rescue from heights.  Current environmental, economic, and political developments and trend data all suggest an increase in the severity and frequency of disasters in the future.  Phenomena that support this assumption include increased energy use, progressive global warming, climate change and pollution, population growth, dispersal of industrialization around the globe, expansion of transportation facilities, and the growing spread of terrorism.  The growing issue of better protection for emergency workers from Occupational Safety and Health (OSH) Risks has been emphasized as a priority by many experts.  The demands made upon emergency workers, as well as the OSH Risks they are exposed to, will rise as they are confronted with events greater in both number and severity.

Although the exact number of emergency workers is difficult to estimate, the available figures and the large number of people affected by disasters and in need of immediate help are reliable indicators that emergency workers account for a significant proportion of the European Workforce.  Exact numbers can be given for some groups, such as firefighters.  According to the report by the International Labour Organization (ILO), in European countries there is on average one firefighter for every 1,000–1,200 inhabitants.  There are also a considerable number of volunteer firefighters.

Emergency workers’ priorities are to protect human life, property and the environment, and their most common fields of action include:

  • everyday emergencies (road accidents, crime scenes, gas explosions, fires) ;
  • natural disasters (floods, storms, fires, earthquakes, volcanic eruptions) ;
  • industrial accidents (involving hazardous materials, such as in the nuclear and mining sectors) ;
  • transport accidents (major car crashes, plane crashes, rail accidents) ;
  • terrorist and criminal attacks (bomb attacks, gas attacks, shootings) ;
  • massive public events (negative events during concerts, sport events, demonstrations).

The absolute numbers of emergency workers involved in specific events are often not easy to obtain.  Some figures can be found in media reports.  Around 4,000 emergency workers were involved during mud spills in Hungary (2010); 5,500 police and emergency workers were mobilised to organize evacuation during crowd panic in Duisburg, Germany (2010); 240,000 emergency workers and 2,000 members of the armed forces dealt with forest fires in Russia (2010); more than 500 emergency workers were sent to a mine explosion in Russia (2010); 2,500 rescue workers, including 1,500 firefighters, were sent to the area affected by an earthquake in central Italy (2009); up to 70,000 emergency workers took part in the massive operation after the terrorist attack at the World Trade Center in New York, including policemen, firefighters, and construction workers (2001); 200,000 recovery workers were involved in clean-up activities in 1986–1987 after the nuclear disaster at Chernobyl (1986).

European emergency workers are often involved in dealing with major catastrophes that happen outside Europe.  After the earthquake in Haiti (2010), a 64-member search and rescue team was sent from the UK; more than 500 personnel, particularly rescue workers, were sent by France; 450 troops, 50 doctors, technicians and specialists were sent from Spain; more than 20 emergency workers went from Portugal; a plane with a search and rescue team went from the Netherlands; and three medical teams were sent from Hungary.

All types of emergency workers can be involved in any kind of intervention, and the spectrum of possible demands and risks those workers may encounter is very wide.  They may be especially high when the management and preparedness are poor, and there is lack of or insufficient co-ordination, information and communication, lack of training, and inappropriate or insufficient safety and personal protective equipment.

There are some General OSH Hazards and Risks likely to occur in any kind of emergency intervention:

  1. Demanding work environment: working in remote, difficult to access areas; unstable and extremely difficult weather conditions; and unpredictable hazards at the disaster scene such as the danger of collapse of damaged structures.  High risk of violence.
  2. Emotional and psychological overstrain: dealing with many fatalities and injured people; high responsibility for people’s lives; time pressure; and long, unpredictable working hours.
  3. Physical overstrain: physically demanding work; insufficient breaks; manual handling (wearing heavy protective equipment, transportation of patients, carrying dead bodies, removal of debris).

Additionally, particular types of emergency events are related to the greater possibility of other, more Specific OSH Hazards.  Natural disasters may put emergency workers at risk of:

  • water-borne diseases where there is contact with contaminated water (diarrhoea, cholera, typhoid fever, hepatitis A, hepatitis E, parasitic diseases, rotavirus, and shigellosis) ;
  • infectious (tuberculosis) and blood-borne diseases (HIV, hepatitis B, and hepatitis C) as a consequence of contact with survivors and dead bodies, and the possibility of infection transmitted by needle-stick injuries ;
  • vector-borne diseases (malaria, dengue, St. Louis encephalitis, and West Nile fever) transmitted by mosquitoes ;
  • respiratory and asthmatic problems, including asphyxiation, heat stress, and the carcinogenic effects of volcanic eruptions, landslides and earthquakes, and fires leading to significant release of ash and gases, and dust ;
  • being trapped or seriously injured by debris, working in confined spaces, drowning, confrontation with wild, aggressive or infected, domestic animals.

Industrial Accidents may lead to:

  • fatalities, serious injuries, and short and long-term health problems stemming from accidents caused by explosions, followed by fires and the release of toxic substances; the health consequences may include headache, confusion, fainting, agitation, delirium or convulsions, respiratory complaints, cardiovascular complaints, renal failure, eye and skin problems and gastrointestinal problems ;
  • severe health consequences such as burns, skin diseases, and incurable diseases including different kinds of cancer, Acute Radiation Syndrome (ARS) and death as a result of nuclear radiation.

Transport Accidents may involve:

  • the risk of being struck by a passing vehicle ;
  • specific risks associated with accidents involving the transport of dangerous substances, hazardous materials, or stemming from burning fuel or chemicals used in vehicles which have ignited or exploded.

Terrorist and Criminal Attacks may involve:

  • unfamiliar, unpredictable, confused, and complex scenarios ;
  • the risk of death or serious injury, injury from weapons and the prospect of being taken as a hostage ;
  • the risk of being exposed to chemical and radiological hazards ;
  • a possibility of bio-terrorism using biological agents such as smallpox, anthrax, botulism, tularaemia, and viral haemorrhagic fevers which can be easily disseminated or transmitted from person to person and cause high mortality.

Negative Events during Massive Public Events may lead to:

  • specific risks, varying from scenario to scenario, including fire, collapsing buildings, violence, terrorist attacks ;
  • specific hazards stemming from violent behaviour and the unpredictable acts of a panicking crowd, such as people trying to escape from a confined space.

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Emergency Workers are exposed to a combination of many different risks and there may be many possible consequences for their safety and health.  Possible OSH outcomes have been explored by the analysis of relevant statistics and studies.

Although the risk of Fatalities caused by burn injuries is considered to be relatively small, these kinds of accidents continue to happen.  Data from the UK shows that in the period 2003–2008, 22 firefighters died on duty, significantly more than in the previous five years.  From February 1996 to October 2002, there were no recorded fire deaths in the UK among firefighters who actually attended fires, whereas in the years 2002–2005 13 firefighters were killed at fires.  These statistics do not include fatal heart attacks which happened during the emergency intervention, nor road traffic accidents in transit to or from the accident.  Statistics on fatal accidents indicate that in the US, 43% of firefighters’ deaths in 2009 were caused by sudden cardiac death, 34% by internal trauma, 6% by asphyxiation, 6% by stroke, 6% by ‘other’ causes, 4% by burns, and 1% by gunshot.  The high prevalence of fatalities due to cardiovascular overexertion among firefighters (triggered, for instance, by the emergency alarm that abruptly terminates sedentary activity and begins intense exertion, the very high heart rates recorded during firefighting, exposure to extreme heat, and wearing of heavy protective equipment) has been confirmed by many studies.  Also at high risk are emergency medical staff and ambulance personnel.  Fatal accidents can occur as an immediate consequence of vehicle-related accidents, homicides (a higher prevalence of this among emergency medical workers compared to other medical staff has been reported), and terrorist attacks (such as the hundreds of emergency workers who died in the aftermath of the 2001 attack at the World Trade Center).  In Sweden in 2002, 80% of emergency paramedics reported being threatened or experiencing physical violence.  Fatalities are also related to radiological exposure caused by industrial accidents.  Out of 237 emergency workers involved in the 1986 disaster at Chernobyl and later diagnosed with acute radiation syndrome (ARS), 28 died from ARS in the following months, and a further 19 in the years afterwards.

Available statistics indicate the significant prevalence of Non-Fatal Accidents and Injuries among emergency workers.  For instance, the number of non-fatal accidents suffered by firefighters in Finland ranged between 500 and 600 per year during the period 2005–2007 out of a total population of about 19,000 firefighters.  German data shows that accidents while moving, such as being struck or hit by objects, are the most prevalent, following those involving manual handling and dealing with dangerous, sharp, pointed, stiff, or rough-textured objects.  In 2004–2005, the most frequent non-fatal accidents among workers in the fire services of the United Kingdom were injuries while handling, lifting or carrying (41.3%), followed by slips, trips or falls on the same level (27.6%) and being hit by a moving, flying or falling object (8.9%).  Many other studies confirm that back injuries and upper and lower extremity injuries related to transportation of patients and manual handling are the most common types of injuries experienced by emergency workers, leading to many types of musculoskeletal disorders.

In the last 25 years, the Psychological Trauma suffered by emergency and rescue workers has gained the attention of scientists.  Although studies show that the majority of rescue workers may experience stress that does not necessarily lead to diagnosable mental disorders, a variety of symptoms such as strong emotional reactions (shock, anger, guilt, helplessness), cognitive reactions (disorientation, lack of concentration), physical reactions (tension, fatigue, pain, racing heartbeat) and social effects (isolation from family and friends) may for some time after an incident have a negative impact on workers’ wellbeing.  More serious problems such as acute stress disorder, depression, anxiety, and post-traumatic stress disorders (PTSD) have also been diagnosed.  A Swedish study indicates a prevalence of between 3% and 25% of PTSD among rescue workers there.  In the USA, the national prevalence of PTSD for the general population was recorded at 4%, whereas the highest reported prevalence for a particular group was 25% among rescue workers and 21% among firefighters.  Higher rates of ‘burnout’ and problems with substance abuse have also been recorded in these groups, compared to the general population.

Occupational Diseases described in the literature are related to the development of different types of cancer as a consequence of radiological exposure, such as the increase in cases of thyroid cancer revealed in a study of Russian emergency workers involved in the Chernobyl disaster.  There are also several epidemiological studies which refer to respiratory disorders experienced by emergency workers, including firefighters, rescue workers, clean-up workers, and police officers who were exposed for several months to dust and hazardous toxic pollutants at the WTC disaster scene, showing that WTC-related lower respiratory symptoms were experienced by 60% and upper respiratory symptoms by 74% of the studied sample.  Respiratory symptoms include the ‘World Trade Center cough’, a persistent cough that some workers developed after exposure to conditions at the site, and which was accompanied by respiratory symptoms severe enough to require medical leave for at least four weeks.  Other serious health problems caused by exposure to hazardous materials and dangerous combustion products include various types of cancer, asbestosis, skin disorders, changes in biochemical and blood parameters, reproductive problems, and even general shorter life expectancy.  Many studies, however, show ambiguous results, and further research in this area is needed.

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The nature of emergency work makes it impossible to eliminate, or often even significantly reduce, the amount of risk to which personnel are exposed.  However, there are many primary and secondary preventive measures which may provide better protection.  Some examples of preventive measures at international and national levels include the development of common co-operation and communication procedures, and the introduction of specific laws or policies to protect emergency workers.

Preventive measures at the company level include:

  • better management (communication and co-ordination) ;
  • comprehensive risks assessment ;
  • appropriate preparedness and training (for instance, workers should obtain knowledge about what hazards can be encountered at the disaster scene, the possible physical and mental reactions to them, and how to protect themselves against negative outcomes) ;
  • vaccination ;
  • providing appropriate personal protective equipment, protective clothes, safety equipment (for instance, gas detectors, radiation alarm systems, mosquito nets), and ergonomic equipment (firefighter robots, syringe needles that incorporate safety features) ;
  • providing primary and secondary prevention of mental health problems (psychological preparedness, post-intervention psychological support and help, and long-term psychological care when needed) ;
  • long-term care and health surveillance alongside mandatory medical examinations, including workplace health promotion projects that provide workers with appropriate and safe keep-fit facilities.

Although major disasters and accidents are always to be expected, past disasters and more recent events demonstrate that communities are still often not fully prepared for dealing with major disasters.  It is also clear that the protection of emergency workers against OSH Risks exhibits shortcomings.  This literature review indicates some areas in which additional research and actions are necessary.  General preventive measures begin with reducing the vulnerability of people to disasters, and reducing the severity of the damage that might be caused by a disaster, resulting in a smaller number of emergency workers needed to take part in disaster control.  The OSH of Emergency Workers should be also taken into consideration in the earliest stages of building design, such as by making it possible for lifts to be used during an emergency, and in the formation of emergency response plans at international, national, and organisational level.  Rehearsing different terrorist attack scenarios can serve as a way to predict possible hazards for emergency workers.  Also essential is the further development of personal protective and other safety equipment, especially against multiple hazards and bio-terrorism, and taking into consideration the possibility of physical overstrain and the difficult working environment of emergency workers.  Further longitudinal research on the negative health effects of dangerous substances is needed, including studies on the toxicological properties of the combustion of new products which are constantly being developed and introduced to the market.

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EU-OSHA – October 2011

Emergency Services: A Literature Review on Occupational Safety & Health Risks

Click the Link Above to read and/or download PDF File (1.32 Mb)

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Post-9/11 & Post-Mumbai Fire Engineering – What Future ?

Previous Posts in This Series …

2011-10-25:  NIST’s Recommendations on the 9-11 WTC Building Collapses … GROUP 1. Increased Structural Integrity – Recommendations 1, 2 & 3 (out of 30)

2011-11-18:  NIST WTC Recommendations 4-7 > Structural Fire EnduranceGROUP 2.  Enhanced Fire Endurance of Structures – Recommendations 4, 5, 6 & 7

2011-11-24:  NIST WTC Recommendations 8-11 > New Design of StructuresGROUP 3.  New Methods for Fire Resisting Design of Structures – Recommendations 8, 9, 10 & 11

2011-11-25:  NIST WTC Recommendations 12-15 > Improved Active ProtectionGROUP 4.  Improved Active Fire Protection – Recommendations 12, 13, 14 & 15

2011-11-30:  NIST Recommendations 16-20 > Improved People EvacuationGROUP 5.  Improved Building Evacuation – Recommendations 16, 17, 18, 19 & 20

2011-12-04:  NIST WTC Recommendations 21-24 > Improved FirefightingGROUP 6.  Improved Emergency Response – Recommendations 21, 22, 23 & 24

2011-12-07:  NIST WTC Recommendations 25-28 > Improved PracticesGROUP 7.  Improved Procedures and Practices – Recommendations 25, 26, 27 & 28

2011-12-08:  NIST WTC Recommendations 29-30 > Improved Fire EducationGROUP 8.  Education and Training – Recommendations 29 & 30 (out of 30)

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Colour image showing 'The Cloud' Residential Tower Project, in Seoul (South Korea) ... which will be completed in 2015. Design by MVRDV Architects, The Netherlands. Click to enlarge.

Colour image showing 'The Cloud' Residential Tower Project, in Seoul (South Korea) ... which will be completed in 2015. Design by MVRDV Architects, The Netherlands. Click to enlarge.

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2011-12-15:  You know what is coming soon … so Merry Christmas & Happy New Year to One and All !!

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  1.     There were 2 Important Reasons for undertaking this Series of Posts …

(a)       The General Public, and particularly Client Organizations, should be facilitated in directly accessing the core content of the 2005 NIST WTC Recommendations.  Up to now, many people have found this to be a daunting task.  More importantly, I also wanted to clearly show that implementation of the Recommendations is still proceeding far too slowly … and that today, many significant aspects of these Recommendations remain unimplemented.  Furthermore, in the case of some recent key national standards, e.g. British Standard BS 9999, which was published in 2008 … the NIST Recommendations were entirely ignored.

As a golden rule … National Building Codes/Regulations and National Standards … cannot, should not, and must not … be applied without informed thought and many questions, on the part of a building designer !

(b)       With the benefit of hindsight, and our practical experience in FireOx International … I also wanted to add a necessary 2011 Technical Commentary to the NIST Recommendations … highlighting some of the radical implications, and some of the limitations, of these Recommendations … in the hope of initiating a much-needed and long overdue international discussion on the subject.

Colour photograph showing the Taipei 101 Tower, in Taiwan ... which was completed in 2004. Designed by C.Y. Lee & Partners Architects/Planners, Taiwan. Click to enlarge.

Colour photograph showing the Taipei 101 Tower, in Taiwan ... which was completed in 2004. Designed by C.Y. Lee & Partners Architects/Planners, Taiwan. Click to enlarge.

” Architecture is the language of a culture.”

” A living building is the information space where life can be found.  Life exists within the space.  The information of space is then the information of life.  Space is the body of the building.  The building is therefore the space, the information, and the life.”

C.Y. Lee & Partners Architects/Planners, Taiwan

[ This is a local dialect of familiar Architectural Language.  However, the new multi-aspect language of Sustainable Design is fast evolving.  In order to perform as an effective and creative member of a Trans-Disciplinary Design & Construction Team ... can Fire Engineers quickly learn to communicate on these wavelengths ??   Evidence to date suggests not ! ]

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  2.     ‘Climate Change’ & ‘Energy Stability’ – Relentless Driving Forces for Sustainable Design !

Not only is Sustainable Fire Engineering inevitable … it must be !   And not at some distant point in the future … but now … yesterday !!   There is such a build-up of pressure on Spatial Planners and Building Designers to respond quickly, creatively, intuitively and appropriately to the relentless driving forces of Climate Change (including climate change mitigation, adaptation, and severe weather resilience) and Energy Stability (including energy efficiency and conservation) … that there is no other option for the International Fire Science and Engineering Community but to adapt.  Adapt and evolve … or become irrelevant !!

And one more interesting thought to digest … ‘Green’ is not the answer.  ’Green’ looks at only one aspect of Sustainable Human & Social Development … the Environment.  This is a blinkered, short-sighted, simplistic and ill-conceived approach to realizing the complex goal of a Safe and Sustainable Built Environment.  ‘Green’ is ‘Sustainability’ for innocent children !!

Colour image showing the Shanghai Tower Project, in China ... which will be completed in 2014. Design by Gensler Architects & Planners, USA. Click to enlarge.

Colour image showing the Shanghai Tower Project, in China ... which will be completed in 2014. Design by Gensler Architects & Planners, USA. Click to enlarge.

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  (a)      Organization for Economic Co-Operation & Development (OECD) – 2012′s Environmental Outlook to 2050

Extract from Pre-Release Climate Change Chapter, November 2011 …

Climate change presents a global systemic risk to society.  It threatens the basic elements of life for all people: access to water, food production, health, use of land, and physical and natural capital.  Inadequate attention to climate change could have significant social consequences for human wellbeing, hamper economic growth and heighten the risk of abrupt and large-scale changes to our climatic and ecological systems.  The significant economic damage could equate to a permanent loss in average per capita world consumption of more than 14% (Stern, 2006).  Some poor countries would be likely to suffer particularly severely.  This chapter demonstrates how avoiding these economic, social and environmental costs will require effective policies to shift economies onto low-carbon and climate-resilient growth paths.’

  (b)      U.N. World Meteorological Organization (WMO) Greenhouse Gas Bulletin No.7, November 2011

Executive Summary …

The latest analysis of observations from the WMO Global Atmosphere Watch (GAW) Programme shows that the globally averaged mixing ratios of Carbon Dioxide (CO2), Methane (CH4) and Nitrous Oxide (N2O) reached new highs in 2010, with CO2 at 389.0 parts per million (ppm), CH4 at 1808 parts per billion (ppb) and N2O at 323.2 ppb.  These values are greater than those in pre-industrial times (before 1750) by 39%, 158% and 20%, respectively.  Atmospheric increases of CO2 and N2O from 2009 to 2010 are consistent with recent years, but they are higher than both those observed from 2008 to 2009 and those averaged over the past 10 years.  Atmospheric CH4 continues to increase, consistent with the past three years.  The U.S. National Oceanic & Atmospheric Administration (NOAA) Annual Greenhouse Gas Index shows that from 1990 to 2010 radiative forcing by long-lived Greenhouse Gases (GHG’s) increased by 29%, with CO2 accounting for nearly 80% of this increase.  Radiative forcing of N2O exceeded that of CFC-12, making N2O the third most important long-lived Greenhouse Gas.

  (c)      International Energy Agency (IEA) – World Energy Outlook, November 2011

Extract from Executive Summary …

There are few signs that the urgently needed change in direction in global energy trends is underway.  Although the recovery in the world economy since 2009 has been uneven, and future economic prospects remain uncertain, global primary energy demand rebounded by a remarkable 5% in 2010, pushing CO2 emissions to a new high.  Subsidies that encourage wasteful consumption of fossil fuels jumped to over $400 billion.  The number of people without access to electricity remained unacceptably high at 1.3 Billion, around 20% of the world’s population.  Despite the priority in many countries to increase energy efficiency, global energy intensity worsened for the second straight year.  Against this unpromising background, events such as those at the Fukushima Daiichi Nuclear Power Plant and the turmoil in parts of the Middle East and North Africa (MENA) have cast doubts on the reliability of energy supply, while concerns about sovereign financial integrity have shifted the focus of government attention away from energy policy and limited their means of policy intervention, boding ill for agreed global climate change objectives.’

Colour image showing the One World Trade Center Project, in New York City (USA) ... which will be completed in 2013. Design by Skidmore Owings & Merrill, Architects/Planners, USA. Click to enlarge.

Colour image showing the One World Trade Center Project, in New York City (USA) ... which will be completed in 2013. Design by Skidmore Owings & Merrill, Architects/Planners, USA. Click to enlarge.

[ Not just in the case of Tall, Super-Tall and Mega-Tall Buildings ... but the many, many Other Building Types in the Built Environment ... are Building Designers implementing the 2005 & 2008 NIST WTC Recommendations ... without waiting for Building and Fire Codes/Regulations and Standards to be properly revised and updated ??   Evidence to date suggests not ! ]

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  3.     Separate Dilemmas for Client Organizations and Building Designers …

As discussed earlier in this Series … the Fire Safety Objectives of Building and Fire Codes/Regulations are limited to:

  • The protection of building users/occupants ;   and
  • The protection of property … BUT only insofar as that is relevant to the protection of the users/occupants ;

… because the function of Building and Fire Codes is to protect Society.  Well, that is supposed to be true !   Unfortunately, not all Codes/Regulations are adequate or up-to-date … as we have been observing here in these posts.

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Just taking the Taipei 101 Tower as an example, I have very recently sent out three genuine, bona fide e-mail messages from our practice …

2011-12-08

Toshiba Elevator & Building Systems Corporation (TELC), Japan.

To Whom It May Concern …

Knowing that your organization was involved in the Taipei 101 Project … we have been examining your WebSite very carefully.  However, some important information was missing from there.

For our International Work … we would like to receive technical information on the Use of Elevators for Fire Evacuation in Buildings … which we understand is actually happening in the Taipei Tower, since it was completed in 2004.

The Universal Design approach must also be integrated into any New Elevators.

Can you help us ?

C.J. Walsh

[2012-01-10 ... No reply yet !]

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2011-12-12

Mr. Thomas Z. Scarangello P.E. – Chairman & CEO, Thornton Tomasetti Structural Engineers, New York.

Dear Thomas,

Knowing that your organization was involved in the structural design of the Taipei 101 Tower, which was completed in 2004 … and in the on-going design of many other iconic tall, super-tall and mega-tall buildings around the world … we have been examining your Company Brochures and WebSite very carefully.  However, some essential information is missing.

As you are certainly aware … implementation of the 2005 & 2008 National Institute of Standards & Technology (NIST) Recommendations on the Collapse of WTC Buildings 1, 2 & 7, in New York, on 11 September 2001 … is still proceeding at a snail’s pace, i.e. very slowly.  Today, many significant aspects of NIST’s Recommendations remain unimplemented.

For our International Work … we would like to understand how you have responded directly to the NIST Recommendations … and incorporated the necessary additional modifications into your current structural fire engineering designs.

Many thanks for your kind attention.  In anticipation of your prompt and detailed response …

C.J. Walsh

[2012-01-10 ... No reply yet !]

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2011-12-14

Mr. C.Y. Lee & Mr. C.P. Wang, Principal Architects – C.Y. Lee & Partners Architects/Planners, Taiwan.

Dear Sirs,

Knowing that your architectural practice designed the Taipei 101 Tower, which was completed in 2004 … and, later, was also involved in the design of other tall and super-tall buildings in Taiwan and China … we have been examining your Company WebSite very carefully.  However, some essential information is missing.

As you are probably aware … implementation of the 2005 & 2008 U.S. National Institute of Standards & Technology (NIST) Recommendations on the Collapse of WTC Buildings 1, 2 & 7, in New York City, on 11 September 2001 … is still proceeding at a snail’s pace, i.e. very slowly.  Today, many significant aspects of NIST’s Recommendations remain unimplemented.

For our International Work … we would like to understand how you have responded directly to the NIST Recommendations … and incorporated the necessary additional modifications into your current architectural designs.

Many thanks for your kind attention.  In anticipation of your prompt and detailed response …

C.J. Walsh

[2012-01-10 ... No reply yet !]

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So … how many Clients, or Client Organizations, are aware that to properly protect their interests … even, a significant part of their interests … it is vitally necessary that Project-Specific Fire Engineering Design Objectives be developed which will have a much wider scope ?   The answer is … not many !

How many Architects, Structural Engineers, and Fire Engineers fully explain this to their Clients or Client Organizations ?

And how many Clients/Client Organizations either know that they should ask, or have the balls to ask … their Architect, Structural Engineer and Fire Engineer for this explanation … and furthermore, in the case of any High-Rise Building, Iconic Building, or Building having an Important Function or an Innovative Design … ask the same individuals for some solid reassurance that they have responded directly to the 2005 & 2008 NIST WTC Recommendations … and incorporated the necessary additional modifications into your current designs … whatever current Building and Fire Codes/Regulations do or do not say ??   A big dilemma !

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A common and very risky dilemma for Building Designers, however, arises in the situation where the Project Developer, i.e. the Client/Client Organization … is the same as the Construction Organization.  The Project Design & Construction Team - as a whole - now has very little power or authority if a conflict arises over technical aspects of the design … or over construction costs.  An even bigger dilemma !!

Colour image showing the Kingdom Tower Project, in Jeddah (Saudi Arabia) ... which will be completed in 2018. Design by Adrian Smith & Gordon Gill Architecture, USA. Click to enlarge.

Colour image showing the Kingdom Tower Project, in Jeddah (Saudi Arabia) ... which will be completed in 2018. Design by Adrian Smith & Gordon Gill Architecture, USA. Click to enlarge.

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  4.     The Next Series of Posts – 2008 NIST WTC Recommendations

In the new year of 2012 … I will examine the later NIST Recommendations which were a response to the Fire-Induced Progressive Collapse of World Trade Center Building No.7.

Colour image showing the Signature Tower Project, in Jakarta (Indonesia) ... which will be completed in 2016. Design by Smallwood Reynolds Stewart Stewart Architects & Planners, USA. Click to enlarge.

Colour image showing the Signature Tower Project, in Jakarta (Indonesia) ... which will be completed in 2016. Design by Smallwood Reynolds Stewart Stewart Architects & Planners, USA. Click to enlarge.

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  5.     Please … Your Comments, Views & Opinions ?!?

The future of  Conventional Fire Engineering ended on the morning of Tuesday, 11 September 2001, in New York City … an engineering discipline constrained by a long heritage deeply embedded in, and manacled to, an outdated and inflexible prescriptive approach to Codes/Regulations and Standards … an approach which is irrational, ignores the ‘real’ needs of the ‘real’ people who use and/or occupy ‘real’ buildings … and, quite frankly, no longer makes any scientific sense !!

On the other hand … having confronted the harsh realities of 9/11 and the Mumbai ‘Hive’ Attacks, and digested the 2005 & 2008 NIST WTC RecommendationsSustainable Fire Engineering … having a robust empirical basis, being ‘person-centred’, and positively promoting creativity … offers the International Fire Science and Engineering Community a confident journey forward into the future … on many diverse routes !

This IS the only appropriate response to the exciting architectural innovations and fire safety challenges of today’s Built Environment.

BUT … what do you think ?

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NIST WTC Recommendations 21-24 > Improved Firefighting

Previous Posts in This Series …

2011-10-25:  NIST’s Recommendations on the 9-11 WTC Building Collapses … GROUP 1. Increased Structural Integrity – Recommendations 1, 2 & 3 (out of 30)

2011-11-18:  NIST WTC Recommendations 4-7 > Structural Fire EnduranceGROUP 2.  Enhanced Fire Endurance of Structures – Recommendations 4, 5, 6 & 7

2011-11-24:  NIST WTC Recommendations 8-11 > New Design of StructuresGROUP 3.  New Methods for Fire Resisting Design of Structures – Recommendations 8, 9, 10 & 11

2011-11-25:  NIST WTC Recommendations 12-15 > Improved Active ProtectionGROUP 4.  Improved Active Fire Protection – Recommendations 12, 13, 14 & 15

2011-11-30:  NIST Recommendations 16-20 > Improved People EvacuationGROUP 5.  Improved Building Evacuation – Recommendations 16, 17, 18, 19 & 20

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2011-12-04:  SOME PRELIMINARY COMMENTS …

  1.     Such is the pervasively high level of both direct and indirect fire losses, not all of which have yet been identified … that a force of committed firefighters, having sufficient numbers and properly trained and equipped, is a valuable social asset in any community … and one not to be weakened or diluted easily.

  2.     Lack of discipline among firefighters was an issue during the day of 9-11 (11th September 2011) in New York …

In real life or death situations, however, discipline is essential … but competent and efficient command, control and co-ordination … facilitated by reliable systems of communication (human and electronic) … are critical.

And accurate, real time information about what is happening at a building fire incident of whatever scale … i.e. situation awareness … is a tool which propels forward and encourages the effective functioning of both the firefighter and the user/occupant evacuating the building.

  3.     A serious gap, internationally … a deep cavern … in the awareness, training and education of firefighters at all levels … is the issue of ‘disability’ and the varying range of abilities in a typical building user/occupant profile.

It is not fully appreciated by firefighters that certain people may die if placed in a standard fireman’s lift position … or, if shouted and screamed at, many people may have no understanding whatever of the firefighter’s intended meaning … or that, in order for everyone to reach a place of safety, it is necessary for firefighters to ensure that safe, accessible routes from the building (i.e. clear of all obstacles, e.g. fire hose lines) are prepared for, thoroughly, in advance of any fire incident … and actually provided should one occur.

Panic attacks during an emergency do exist !   Standard movement times for people evacuating do not exist !!   And … firefighters may themselves become impaired during a building fire incident !!!

  4.     As for building designers … where do I even start ??   Much could, and should, be done in the design and initial construction of a building to assure firefighter safety.  But … where does any requirement to consider this issue appear in national building codes/regulations ??

I have already discussed this matter in relation to European Union (EU) Regulation 305/2011 on Construction Products, where such a requirement is contained in Basic Requirement for Construction Works 2: ‘Safety in Case of Fire’ (Annex I).

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2005 NIST WTC RECOMMENDATIONS

GROUP 6.  Improved Emergency Response

Technologies and procedures for emergency response should be improved to enable better access to buildings, response operations, emergency communications, and command and control in large-scale emergencies.

NIST WTC Recommendation 21.

NIST recommends the installation of fire-protected and structurally hardened elevators to improve emergency response activities in tall buildings by providing timely emergency access to responders and allowing evacuation of mobility-impaired building occupants.  Such elevators should be installed for exclusive use by emergency responders during emergencies.*  In tall buildings, consideration also should be given to installing such elevators for use by all occupants.  NIST has found that the physiological impacts on emergency responders of climbing numerous (e.g. 20 or more) storeys makes it difficult to conduct effective and timely firefighting and rescue operations in building emergencies without functioning elevators.  The use of elevators for these purposes will require additional operating procedures and protocols, as well as a requirement for release of elevator door restrictors by emergency response personnel.

[ * F-44  The access time for emergency responders, in tall building emergencies where elevators are not functioning and only stairways can be used, averages between 1 minute and 2 minutes per floor, which, for example, corresponds to between 1½ and 2 hours (depending on the amount of gear and equipment carried) to reach the 60th floor of a tall building.  Further, the physiological impact on the emergency responders of climbing more than 10 to 12 floors in a tall building makes it difficult for them to immediately begin aggressive firefighting and rescue operations.]

Affected Standards:  ASME A 17, ANSI 117.1, NFPA 70, NFPA 101, NFPA 1221, NFPA 1500, NFPA 1561, NFPA 1620, and NFPA 1710.  Model Building and Fire Codes:  The standards should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 22.

NIST recommends the installation, inspection, and testing of emergency communications systems, radio communications, and associated operating protocols to ensure that the systems and protocols:  (1) are effective for large-scale emergencies in buildings with challenging radio frequency propagation environments;  and (2) can be used to identify, locate, and track emergency responders within indoor building environments and in the field.  The federal government should co-ordinate its efforts that address this need within the framework provided by the SAFECOM programme of the Department of Homeland Security.

a.     Rigorous procedures, including pre-emergency inspection and testing, should be developed and implemented for ensuring the operation of emergency communications systems and radio communications in tall buildings and other large structures (including tunnels and subways), or at locations where communications are difficult.

b.     Performance requirements should be developed for emergency communications systems and radio communications that are used within buildings or in built-up urban environments, including standards for design, testing, certification, maintenance, and inspection of such systems.

c.     An interoperable architecture for emergency communication networks – and associated operating protocols – should be developed for unit operations within and across agencies in large-scale emergencies.  The overall network architecture should cover local networking at incident sites, dispatching, and area-wide networks, considering: (a) the scale of needed communications in terms of the number of emergency responders using the system in a large-scale emergency and the organizational hierarchy; and (b) challenges associated with radio frequency propagation, especially in buildings; (c) interoperability with existing legacy emergency communications systems (i.e. between conventional two-way systems and newer wireless network systems); and (d) the need to identify, locate, and track emergency responders at an incident site.

Affected Standards:  FCC, SAFECOM, NFPA Standards on Electronic Safety Equipment, NFPA 70, NFPA 297, and NFPA 1221.  Model Building Codes:  The standards should be adopted in model building codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 23.

NIST recommends the establishment and implementation of detailed procedures and methods for gathering, processing, and delivering critical information through integration of relevant voice, video, graphical, and written data to enhance the situational awareness of all emergency responders.  An information intelligence sector* should be established to co-ordinate the effort for each incident.

[ * F-45  A group of individuals that is knowledgeable, experienced, and specifically trained in gathering, processing, and delivering information critical for emergency response operations, and is ready for activation in large and/or dangerous events.]

Affected Standards:  National Incident Management System (NIMS), NRP, SAFECOM, FCC, NFPA Standards on Electronic Safety Equipment, NFPA 1221, NFPA 1500, NFPA 1561, NFPA 1620, and NFPA 1710.  Model Building Codes:  The standards should be adopted in model building codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 24.

NIST recommends the establishment and implementation of codes and protocols for ensuring effective and uninterrupted operation of the command and control system for large-scale building emergencies.

a.     State, local, and federal jurisdictions should implement the National Incident Management System (NIMS).  The jurisdictions should work with the Department of Homeland Security to review, test, evaluate, and implement an effective unified command and control system.  NIMS addresses interagency co-ordination and establishes a response matrix – assigning lead agency responsibilities for different types of emergencies, and functions.  At a minimum, each supporting agency should assign an individual to provide co-ordination with the lead agency at each incident command post.

b.     State, local, and federal emergency operations centres (EOC’s) should be located, designed, built, and operated with security and operational integrity as a key consideration.

c.     Command posts should be established outside the potential collapse footprint of any building which shows evidence of large multi-floor fires or has serious structural damage.  A continuous assessment of building stability and safety should be made in such emergencies to guide ongoing operations and enhance emergency responder safety.  The information necessary to make these assessments should be made available to those assigned responsibility (see related Recommendations 15 and 23).

d.     An effective command system should be established and operating before a large number of emergency responders and apparatus are dispatched and deployed.  Through training and drills, emergency responders and ambulances should be required to await dispatch requests from the incident command system and not to self-dispatch in large-scale emergencies.

e.     Actions should be taken via training and drills to ensure a co-ordinated and effective emergency response at all levels of the incident command chain by requiring all emergency responders that are given an assignment to immediately adopt and execute the assignment objectives.

f.     Command post information and incident operations data should be managed and broadcast to command and control centres at remote locations so that information is secure and accessible by all personnel needing the information.  Methods should be developed and implemented so that any information that is available at an interior information centre is transmitted to an emergency responder vehicle or command post outside the building.

Affected Standards:  National Incident Management System (NIMS), NRP, SAFECOM, FCC, NFPA Standards on Electronic Safety Equipment, NFPA 1221, NFPA 1500, NFPA 1561, NFPA 1620, and NFPA 1710.  Model Building Codes:  The standards should be adopted in model building codes by mandatory reference to, or incorporation of, the latest edition of the standard.

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NIST Recommendations 16-20 > Improved People Evacuation

Previous Posts in This Series …

2011-10-25:  NIST’s Recommendations on the 9-11 WTC Building CollapsesGROUP 1. Increased Structural Integrity – Recommendations 1, 2 & 3 (out of 30)

2011-11-18:  NIST WTC Recommendations 4-7 > Structural Fire EnduranceGROUP 2.  Enhanced Fire Endurance of Structures – Recommendations 4, 5, 6 & 7

2011-11-24:  NIST WTC Recommendations 8-11 > New Design of StructuresGROUP 3.  New Methods for Fire Resisting Design of Structures – Recommendations 8, 9, 10 & 11

2011-11-25:  NIST WTC Recommendations 12-15 > Improved Active ProtectionGROUP 4.  Improved Active Fire Protection – Recommendations 12, 13, 14 & 15

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2011-11-30:  SOME PRELIMINARY COMMENTS …

  1.     In the First Post of this Series, I wrote …

” As such a high level of performance is expected … indeed demanded … of a Sustainable BuildingSustainable Fire Engineering must be ‘reliability-based’ … in other words, it must have a rational, empirical and scientifically robust basis … “

Sustainable Fire Engineering must also be ‘person-centred’ … i.e. a design process (in whatever architectural or engineering discipline) which places ‘real’ people at the centre of creative endeavours and gives due consideration to their responsible needs, and their health, safety, welfare and security in the Human Environment.

In order to prolong, and if at all possible, significantly extend the Life Cycle of a Sustainable Building beyond 100 years … Fire Engineers must begin to feel at ease … and be comfortable … with the following mainstream Sustainable Design Concepts

Flexibility:  The extent to which a building interior is designed, when new, to be capable of being easily modified at any later stage during the life cycle of that building – with minimal cost and user inconvenience – because of a person’s changing living or working needs.

Adaptability:  The extent to which a building, or a building component, is designed when new, or capable of being easily modified at any later stage, to meet the changing life and living needs of the broad range of potential users, who may or may not have activity limitations, or may develop a health condition during the life cycle of that building or component.

Accessibility of a Building:  Ease of independent approach, entry, egress (during normal ambient conditions), evacuation (in the event of an emergency) and/or use of a building and its services and facilities, by all of the building’s potential users - with an assurance of individual health, safety and welfare during the course of those activities.

  2.     Group 5 of the 2005 NIST WTC Recommendations is, by far, the most important … introducing some innovative concepts of ‘real’ evacuation … with nothing too startling.  Contrary to the impression given by NIST … these Recommendations are equally valid for complex building types and, in reality, for all but the most simple of low-rise buildings.  It is interesting to note, however, that when discussing fire behaviour or structural performance in fire, for example … the NIST texts are confident and direct.  Here, when dealing with ‘people’ issues … not so confident, prone to some rambling … and lacking clarity.

Shortly after the 2005 NIST Report (NCSTAR 1) was published, I stated the following on the SDI Corporate WebSite … at this FireOx International Pagehttp://www.sustainable-design.ie/fire/structdesfire.htm

” In its treatment of ‘disability’ and ‘people with activity limitations’, the Report does not go far enough, and is seriously flawed.”

Let me explain why …

As you go scan down through NIST’s Recommendations 16-20, you will encounter 1 reference to ‘mobility impaired occupants’ and  2 references to the impersonal ‘mobility impaired’.  IF (and that is still a very big ‘if’, because there is still so much rabid resistance to this topic !) … a New Post-9/11 Evacuation Model, or Construct, Dealing with ‘Disability’ is being developed … all of the major impairment groupings (i.e. visual impairment, hearing impairment, physical function impairment, mental/cognitive impairment, and psychological impairment) must be added to the mix from the beginning.  In other words, our proper focus of attention must be ‘people with activity limitations’ … not just people with disabilities, but also frail older people (not all older people !), children under the age of 5 years, women in the later stages of pregnancy, people with a health condition, etc.

And … because of the social stigma still firmly attaching to ‘disability’ … many building occupants/users will not self-identify … not even if their lives depend on it !

Concentrating on one group only, i.e. people with mobility impairments, is simplistic and entirely inadequate … and we will all end up, in a few years time, having to graft on a consideration of the other impairment groups.

This is exactly what has already gone wrong with the development of Accessibility Design Guidance during the last 30 years … where ‘people with visual or hearing impairments’ received merely token attention … and ‘people with cognitive or psychological impairments’ received no attention at all !   And … we are now grappling with the challenge of having to graft on additional texts to try to re-balance International Design Guidance on Accessibility of the Built Environment.  Been there – done that – I have all of the t-shirts !!

People with Activity Limitations (English) / Personnes à Performances Réduites (French):  Those people, of all ages, who are unable to perform, independently and without aid, basic human activities or tasks – because of a health condition or physical/mental/cognitive/psychological impairment of a permanent or temporary nature.

The above Terms (in English and French) include …

  • wheelchair users ;
  • people who experience difficulty in walking, with or without a facilitation aid, e.g. stick, crutch, calliper or walking frame ;
  • frail, older people ;
  • the very young (people under the age of 5 years) ;
  • people who suffer from arthritis, asthma, or a heart condition ;
  • the visually and/or hearing impaired ;
  • people who have a cognitive impairment disorder, including dementia, amnesia, brain injury, or delirium ;
  • women in the later stages of pregnancy ;
  • people impaired following the use of alcohol, other ‘social’ drugs e.g. cocaine and heroin, and some medicines ;
  • people who suffer any partial or complete loss of language related abilities, i.e. aphasia ;
  • people impaired following exposure to environmental pollution and/or other irresponsible human activities, e.g. war and terrorism ;

and …

  • people who experience a panic attack in a fire situation or other emergency ;
  • people, including firefighters, who suffer incapacitation as a result of exposure, during a fire, to poisonous or toxic substances, and/or elevated  temperatures.

  3.     So … what provision should be made for ‘people with activity limitations’ in typical Fire Engineering Design Projects ?

Equivalent to the concept of Maximum Credible Fire Scenario, which has already been discussed in this Series … at FireOx International, some years ago, we developed the concept of …

Maximum Credible User Scenario

Representing building user conditions which are also severe but reasonable to anticipate …

a)   10% of People Using the Building (occupants, visitors and other users) have an Impairment (visual or hearing, physical function, mental or cognitive, psychological, with some impairments not being identifiable) ;

[ This performance indicator appears in ISO FDIS 21542: 'Building Construction - Accessibility & Usability of the Built Environment', which will soon be published.]

b)   The Number of People Using a Building increases, on occasions which cannot be specified, to 120% of designed/calculated maximum building capacity.

[ Generally ... the fire safety related texts contained in ISO 21542 are based on the 2005 & 2008 NIST WTC Recommendations.]

  4.     With regard to Recommendation 17 below, and NIST’s reference to the widths of evacuation staircases and door openings, etc … fire codes and regulations, fire authorities having jurisdiction (AHJ’s), and even the fire services themselves … still have a crazy mixed-up approach to defining the width of these building features … an approach which I am not even going to attempt to repeat !   Forget it !!

Without Exception … all understandings of Evacuation Route Width, Evacuation Staircase Width and Evacuation Door Opening Width … must be harmonized with the following definitions of Unobstructed Width

Unobstructed Width – General

Free, unobstructed space – clear of all obstacles below a height of 2.1 metres above finished floor level – necessary for passage along a circulation route, or other route component, e.g. a staircase.

[ For example ... the Unobstructed Width of a Staircase is the clear dimension from the edge of one handrail to the edge of the opposite handrail ... and there is always a continuous handrail on each side of an evacuation staircase ! ]

Unobstructed Width – Door Opening

Free, unobstructed space – clear of all obstacles below a height of 2.0 metres above finished floor level – necessary for passage through a door opening, measured when the door leaf is opened to an angle of 90°, or when a sliding or folding door leaf is opened to its fullest extent.

[ For example ... the Unobstructed Width of a Door Opening is the dimension from the edge of the door leaf (when open at an angle of 90°) to the nearest edge of the door frame.]

This FireOx International Page on the SDI Corporate WebSite provides more guidance … http://www.sustainable-design.ie/fire/appendixd.htm

  5.     With regard to Recommendation 20 below, and NIST’s reference to allowing “all occupants an equal opportunity for evacuation” … this is not just a ‘nice idea’, or an ‘idealistic notion’ … this is now a Human and Social Right which is backed up and supported by International Law !   And … it is no longer acceptable for the Fire Science and Engineering Community to continue its stubborn resistance in the face of this fact !!

For the benefit of my fire engineering colleagues … I will, once again here, reproduce the most relevant extracts from the United Nations Convention on the Rights of Persons with Disabilities …

UN CRPD  Preamble Paragraph (g)

Emphasizing the importance of mainstreaming disability issues as an integral part of relevant strategies of sustainable development, …

UN CRPD  Article 9 – Accessibility

1.  To enable persons with disabilities to live independently and participate fully in all aspects of life, States Parties shall take appropriate measures to ensure to persons with disabilities access, on an equal basis with others, to the physical environment, to transportation, to information and communications, including information and communications technologies and systems, and to other facilities and services open or provided to the public, both in urban and in rural areas.  These measures, which shall include the identification and elimination of obstacles and barriers to accessibility, shall apply to, inter alia:

(a)  Buildings, roads, transportation and other indoor and outdoor facilities, including schools, housing, medical facilities and workplaces ;

(b)  Information, communications and other services, including electronic services and emergency services.

2.  States Parties shall also take appropriate measures:

(a)  To develop, promulgate and monitor the implementation of minimum standards and guidelines for the accessibility of facilities and services open or provided to the public ;

(b)  To ensure that private entities that offer facilities and services which are open or provided to the public take into account all aspects of accessibility for persons with disabilities ;

(c)  To provide training for stakeholders on accessibility issues facing persons with disabilities ;

(d)  To provide in buildings and other facilities open to the public signage in Braille and in easy to read and understand forms ;

(e)  To provide forms of live assistance and intermediaries, including guides, readers and professional sign language interpreters, to facilitate accessibility to buildings and other facilities open to the public ;

(f)  To promote other appropriate forms of assistance and support to persons with disabilities to ensure their access to information ;

(g)  To promote access for persons with disabilities to new information and communications technologies and systems, including the Internet ;

(h)  To promote the design, development, production and distribution of accessible information and communications technologies and systems at an early stage, so that these technologies and systems become accessible at minimum cost.

UN CRPD  Article 11 – Situations of Risk & Humanitarian Emergencies

States Parties shall take, in accordance with their obligations under international law, including international humanitarian law and international human rights law, all necessary measures to ensure the protection and safety of persons with disabilities in situations of risk, including situations of armed conflict, humanitarian emergencies and the occurrence of natural disasters.

[ Note:  An outbreak of fire in a building is a situation of serious risk for all vulnerable building occupants/users.]

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At the time of writing, 153 Countries had signed the UN CRPD … while 106 Countries have ratified the Convention and are, therefore, the ‘State Parties’ referred to above.

These are just a few of the State Parties to the UN CRPD …

  • Argentina  (ratified the UN CRPD, 2008-09-02)
  • Australia  (ratified the UN CRPD, 2008-07-17)
  • Brazil  (ratified the UN CRPD, 2008-08-01)
  • Canada  (ratified the UN CRPD, 2010-03-11)
  • China  (ratified the UN CRPD, 2008-08-01)
  • Cuba  (ratified the UN CRPD, 2007-09-06)
  • European Union  (ratified the UN CRPD, 2010-12-23)
  • India  (ratified the UN CRPD, 2007-10-01)
  • Malaysia  (ratified the UN CRPD, 2010-07-19)
  • Mexico  (ratified the UN CRPD, 2007-12-17)
  • Philippines  (ratified the UN CRPD, 2008-04-15)
  • South Africa  (ratified the UN CRPD, 2007-11-30)
  • Turkey  (ratified the UN CRPD, 2009-09-28)
  • United Arab Emirates  (ratified the UN CRPD, 2010-03-19)

I wonder how implementation is proceeding in these countries !?!

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2005 NIST WTC RECOMMENDATIONS

GROUP 5.  Improved Building Evacuation

Building evacuation should be improved to include system designs that facilitate safe and rapid egress, methods for ensuring clear and timely emergency communications to occupants, better occupant preparedness regarding their roles and duties for evacuation during emergencies, and incorporation of appropriate egress technologies.*

[ * F-36  This effort should include standards and guidelines for the development and evaluation of emergency evacuation plans, including best practices for both partial and full evacuation, and the development of contingency plans that account for expected conditions that may require adaptation, including the compromise of all or part of an egress path before or during evacuation, or conditions such as widespread power failure, earthquake, or security threat that restrict egress from the building.  Evacuation planning should include the process from initial notification of the need to evacuate up to the point when occupants arrive at a place where their safety is ensured.  These standards and guidelines should be suitable for assessing the adequacy of evacuation plans submitted for approval, and should require occupant training through the conduct of regular drills.]

NIST WTC Recommendation 16.

NIST recommends that public agencies, non-profit organizations concerned with building and fire safety, and building owners and managers develop and carry out public education and training campaigns, jointly and on a nationwide scale, to improve building occupants’ preparedness for evacuation in case of building emergencies.  This effort should include better training and self-preparation of occupants, an effectively implemented system of floor wardens and building safety personnel, and needed improvements to standards.  Occupant preparedness should include:

a.     Improved training and drills for building occupants to ensure that they know evacuation procedures for a variety of emergency scenarios (e.g. including evacuation and shelter in place), are familiar with the egress route, and are sufficiently aware of what is necessary if evacuation is required with minimal notice (e.g. footwear consistent with the distance to be travelled, a flashlight/glow stick for pathway illumination, and dust masks).

b.     Building owners and managers should educate tenants on the life safety systems present in their building(s), provide training materials explaining egress routes and stairwell and elevator information, and develop educational programmes explaining the most appropriate responses in emergency situations.  It is further recommended that the owners and managers of office buildings implement the necessary systems for collecting and storing the training history of each building occupant.

c.     Improved training and drills that routinely inform building occupants that roof rescue is not (or is) presently feasible as a standard evacuation option, that they should evacuate down the stairs in any full-building evacuation unless explicitly instructed otherwise by on-site incident commanders, and that elevators can be used if they are still in service and haven’t been recalled or stopped.

d.     Improved codes, laws, and regulations that do not restrict or impede building occupants during evacuation drills from familiarizing themselves with the detailed layout of alternative egress routes for a full building evacuation.*

[ * F-37  New York City Local Law 5 prohibits requiring occupants to practice stairwell evacuation during drills.]

Affected Standard:  ICC/ANSI A117-1.  Model Building and Fire Codes:  The standard should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard.  Affected Organizations:  NFPA, NIBS, NCSBCS, BOMA, and CTBUH.

NIST WTC Recommendation 17.

NIST recommends that tall buildings be designed to accommodate timely full building evacuation of occupants when required in building-specific or large-scale emergencies such as widespread power outages, major earthquakes, tornadoes, hurricanes without sufficient advance warning, fires, explosions, and terrorist attack.  Building size, population, function, and iconic status should be taken into account in designing the egress system.  Stairwell capacity and stair discharge door opening width* should be adequate to accommodate contraflow due to emergency access by responders.

[ * F-38  Egress capacity should be based on an all-hazards approach that considers the number and width of stairs (and door openings) as well as the possible use of scissor stairs credited as a single stair.]

a.     Improved egress analysis models, design methodology, and supporting data should be developed to achieve a target evacuation performance (e.g. time for full building evacuation*) for the design building population by considering the building and egress system designs, and human factors such as occupant size, mobility status, stairwell tenability conditions, visibility, and congestion.

[ * F-39  Use of egress models is required to estimate the egress capacity for a range of different evacuation strategies, including full building evacuation.  NIST found that the average surviving occupant in the WTC towers descended stairwells at about half the slowest speed previously measured for non-emergency evacuations.]

b.     To the degree possible, mobility impaired occupants should be provided a means for self-evacuation in the event of a building emergency.  Current strategies (and law) generally require the mobility impaired to shelter in place.  New procedures, which provide redundancy in the event that the floor warden system or co-worker assistance (i.e. a buddy system) fails, should consider full building evacuation, and may include use of fire-protected and structurally hardened elevators,* motorized evacuation technology (e.g. a battery-operated evacuation chair), and/or dedicated communication technologies for the mobility impaired.

[ * F-40  Elevators should be explicitly designed to provide protection against large, but conventional, building fires.  Fire-protected elevators also should be structurally hardened to withstand the range of foreseeable building-specific or large-scale emergencies.  While progress has been made in developing the requirements and technologies for fire-protected elevators, similar criteria and designs for structurally hardened elevators remain to be developed.]

c.     If protected/hardened elevators are provided for emergency responders but become unusable during an emergency, due to a malfunction or a conventional threat whose magnitude exceeds the magnitude considered in design, sufficient stairwell capacity should be provided to ensure timely emergency responder access to buildings that are undergoing full evacuation.  Such capacity could be provided either via dedicated stairways for fire service use or by building sufficient stairway capacity (i.e. number and width of stairways and/or use of scissor stairs credited as a single stair) to accommodate the evacuation of building occupants while allowing access to emergency responders with minimal hindrance from occupant contraflow.

d.     The egress allowance in assembly use spaces should be limited in state and local laws and regulations to no more than a doubling of the stairway capacity for the provision of a horizontal exit on a floor, as is the case now in the national model codes.*  The use of a horizontal exit creates an area of refuge with a 2 hour fire rated separation, at least one stair on each side, and sufficient space for the expected occupant load.

[ * F-41  The New York City Building Code permits a doubling of allowed stair capacity when one area of refuge is provided on a floor, and a tripling of stair capacity for two or more areas of refuge on a floor.  In the world after 11 September 2001, it is difficult to predict: (1) if, and for how long, occupants will be willing to wait in a refuge area before entering an egress stairway; and (2) what the impact would be of such a large group of people moving down the stairs on the orderly evacuation of lower floors.]

Affected Standards:  NFPA 101, ASME A 17.  Model Building and Fire Codes:  The standards should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 18.

NIST recommends that egress systems be designed:  (1) to maximize remoteness of egress components (i.e. stairs, elevators, exits) without negatively impacting on average travel distances;  (2) to maintain their functional integrity and survivability under foreseeable building-specific or large-scale emergencies;  and (3) with consistent layouts, standard signage, and guidance so that systems become intuitive and obvious to building occupants during evacuations.

a.     Within a safety-based design hierarchy that should be developed, highest priority should be assigned to maintain the functional integrity, survivability, and remoteness of egress components and active fire protection systems (sprinklers, standpipes, associated water supply, fire alarms, and smoke management systems).  The design hierarchy should consider the many systems (e.g. stairs, elevators, active fire protection, mechanical, electrical, plumbing, and structural) and system components, as well as functional integrity, tenant access, emergency responder access, building configuration, security, and structural design.

b.     The design, functional integrity, and survivability of the egress and other life safety systems (e.g. stairwell and elevator shafts, and active fire protection systems) should be enhanced by considering accidental structural loads such as those induced by overpressures (e.g. gas explosions), impacts, or major hurricanes and earthquakes, in addition to fire separation requirements.  In selected buildings, structural loads due to other risks such as those due to terrorism may need to be considered.  While NIST does not believe that buildings should be designed for aircraft impact, as the last line of defence for life safety, the stairwells and elevator shafts individually, or the core if these egress components are contained within the core, should have adequate structural integrity to withstand accidental structural loads and anticipated risks.

c.     Stairwell remoteness requirements should be met by a physical separation of the stairwells that provide a barrier to both fire and accidental structural loads.  Maximizing stairwell remoteness, without negatively impacting on average travel distances, would allow a stairwell to maintain its structural integrity independent of any other stairwell that is subject to accidental loads, even if the stairwells are located within the same structural barrier such as the core.  The current ‘walking path’ measurement allows stairwells to be physically next to each other, separated only by a fire barrier.  Reducing the clustering of stairways that also contain standpipe water systems provides the fire service with increased options for formulating firefighting strategies.  This should not preclude the use of scissor stairs* as a means of increasing stair capacity – provided the scissor stair is only credited as a single stair.

[ * F-42  Two separate stairways within the same enclosure and separated by a fire rated partition.]

d.     Egress systems should have consistent layouts with standard signage and guidance so that the systems become intuitive and obvious to all building occupants, including visitors, during evacuations.  Particular consideration should be given to unexpected deviations in the stairwells (e.g. floors with transfer hallways).

Affected Standard:  NFPA 101.  Model Building and Fire Codes:  The standard should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 19.

NIST recommends that building owners, managers, and emergency responders develop a joint plan and take steps to ensure that accurate emergency information is communicated in a timely manner to enhance the situational awareness of building occupants and emergency responders affected by an event.  This should be accomplished through better co-ordination of information among different emergency responder groups, efficient sharing of that information among building occupants and emergency responders, more robust design of emergency public address systems, improved emergency responder communication systems, and use of the Emergency Broadcast System (now known as the Integrated Public Alert and Warning System) and Community Emergency Alert Networks.

a.     Situational awareness of building occupants and emergency responders in the form of information and event knowledge should be improved through better co-ordination of such information among emergency responder groups (9-1-1 dispatch, fire department or police department dispatch, emergency management dispatch, site security, and appropriate federal agencies), efficient sharing and communication of information between building occupants and emergency responders, and improved emergency responder communication systems (i.e. including effective communication within steel and reinforced concrete buildings, capacity commensurate with the scale of operations, and interoperability among different communication systems.

b.     The emergency communications systems in buildings should be designed with sufficient robustness and redundancy to continue providing public address announcements or instructions in foreseeable building-specific or large-scale emergencies, including widespread power outage, major earthquakes, tornadoes, hurricanes, fires, and accidental explosions.  Consideration should be given to placement of building announcement speakers in stairways in addition to other standard locations.

c.     The Integrated Public Alert and Warning System (IPAWS) should be activated and used, especially during large-scale emergencies, as a means to rapidly and widely communicate information to building occupants and emergency responders to enhance their situational awareness and assist with evacuation.

d.     Local jurisdictions (cities and counties or boroughs) should seriously consider establishing a Community Emergency Alert Network (CEAN), within the framework of IPAWS, and make it available to the citizens and emergency responders of their jurisdictions to enhance situational awareness in emergencies.*  The network should deliver important emergency alerts, information and real time updates to all electronic communication systems or devices registered with the CEAN.  These devices may include e-mail accounts, cell/mobile phones, text pagers, satellite phones, and wireless PDA’s.

[ * F-43  Types of emergency communications could include life safety information, severe weather warnings, disaster notifications (including information on terrorist attacks), directions for self-protection, locations of nearest available shelters, precautionary evacuation information, identification of available evacuation routes, and accidents or obstructions associated with roadways and utilities.]

Affected Standard:  NFPA 101, and/or a new standard.  Model Building and Fire Codes:  The standard should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard to the extent it is within the scope of building and fire codes.

NIST WTC Recommendation 20.

NIST recommends that the full range of current and next generation evacuation technologies should be evaluated for future use, including protected/hardened elevators, exterior escape devices, and stairwell descent devices, which may allow all occupants an equal opportunity for evacuation and facilitate emergency response access.  Affected Standards:  NFPA 101, ASME A 17, ASTM E 06, ANSI A117.1.  Model Building and Fire Codes:  The standards should be adopted in model building and fire codes by mandatory reference to, or incorporation of, the latest edition of the standard.

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‘Greening’ Ireland’s Economy – Will Somebody Please Get Real ?

2011-11-21:  The International Labour Office (ILO), in Geneva, and the European Union’s Centre for the Development of Vocational Training (CEDEFOP) … have recently published a Joint Report: ‘Skills for Green Jobs – A Global View’

ILO – EU CEDEFOP

‘Skills for Green Jobs – A Global View’  (a synthesis report based on 21 country reports)

Click the Link Above to read and/or download PDF File (5.3 Mb)

The vision is positive … its advice is practical … and the writers actually sound as if they know what they are talking about.  And it is evident that the word ‘green’ is used, in this Report, as a simple means of communicating the far more complex concept of ‘sustainable human and social development’, with all of its many different aspects.  Judge for yourself by reading the extract from the Executive Summary below.

This Report’s contents also complement, very neatly, what has been said here in many posts … concerning the institutional infrastructure necessary, in societies, to properly implement an effective response to policies of energy conservation and security, climate change and sustainable development.

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WAYS FORWARD  [ Pages xxiv to xxvi, Executive Summary, ILO - EU CEDEFOP Report: 'Skills for Green Jobs - A Global View' ]

It is important to remember that skills are not a poor servant of the economy, expected merely to react and adjust to any change.  The availability of a suitably trained workforce capable of further learning inspires confidence that in turn encourages investment, technical innovation, economic diversification and job creation.

Policies Need to be Informed, Coherent and Co-Ordinated

When policies to green the economy and policies to develop skills are not well connected, skill bottlenecks will slow the green transformation, and potential new jobs will be lost.  Strategic, leadership and management skills that enable policy-makers in governments, employers’ associations and trade unions to set the right incentives and create enabling conditions for cleaner production and services are an absolute priority.

Environmental awareness as an integral part of education and training at all levels, introduced as a core skill from early childhood education onwards, will eventually push consumer behaviour and preferences and the market itself.

Labour market information for anticipating and monitoring skill needs for green jobs is the critical starting point for effective policy cycles.  This enables governments and businesses to anticipate changes in the labour market, identify the impact on skill requirements, incorporate changes into the system by revising training programmes and introducing new ones, and monitor the impact of training on the labour market.

The country studies that told the most successful stories prove the value of effective co-ordination among line ministries and social partners, achieved by creating task forces for human resource development for a greening economy, or by incorporating training and skills issues into a council for environmental development.  It is important that the platform for this dialogue has decision-making authority, can establish clear commitments among all those partners involved and allocate human and financial resources to them, and has agreed responsibilities not only for planning but for implementation.  A win–win situation can only be achieved if environment, jobs and skills are discussed, planned and implemented in conjunction with each other.

Decentralized approaches can actually promote policy co-ordination and coherence at sectoral and local levels.  Direct dialogue between national and regional governments and social partners can be translated into action when commitments and resource allocation occur at a smaller scale and where immediate dividends are obvious for all partners involved.  A good combination of top-down co-ordinated policy-making with bottom-up sectoral or local initiatives can support effective training-intensive green transitions.

Policies Need to be Targeted

The transformation to greener economies provides an opportunity to reduce social inequalities.  Social justice dictates that training initiatives target those who lose jobs during the transition, especially those who are typically at a disadvantage in the labour market and may require special assistance.  The growth dividend from greening the economy will be attained only if access to new training provided as part of green measures is made accessible to disadvantaged youth, persons with disabilities, rural communities and other vulnerable groups.  Incentives to increase women’s participation in technical training programmes will not only increase their participation in technology-driven occupations but also help solve the skill shortage problem in this segment of the labour market.

Green Transitions Affect the Entire Training System

Taking into account all three types of skills change – that resulting from employment shifts within and across sectors as the consequence of green restructuring, that associated with new and emerging occupations, and the massive change in the content of established occupations – it becomes clear that the whole training system must be mobilized.  Adjusting training programmes to green changes in the labour market is a transversal task across levels and types of education and training.

So far, compulsory level and tertiary education have been catching up rather well, whereas technical and vocational education and training has been lagging behind in adapting to the needs of the green economy.  Improving adjustment here can give new impetus to employment-centred and fair green transitions and requires the following key challenges to be met:

  • Putting basic skills high on the policy agenda, as a foundation of flexibility and employability throughout the life cycle ;
  • Matching classroom and practical training through apprenticeships, internships, job placements, projects on the job etc ;
  • Adjusting the length and breadth of training provision according to different types of skills change ;
  • Equipping teachers and trainers with up-to-date knowledge on environmental issues and on green technologies – education and training which deals with preparation of teachers and trainers should be one of the first priorities in skills response strategies ;
  • Enabling active labour market policy measures (ALMP’s) to take into account green structural change and to provide access to relevant training and other employment activation measures ;    and
  • Deploying public employment services (PES), as important players in job matching and training, to raise awareness about green business opportunities and related skill needs.

The linchpin of effective skills development for greening the economy is co-ordination.  The degree of co ordination between public and private stakeholders and the degree of involvement of social partners are decisive.  Concerted measures need to be undertaken by governments at different levels, including the community level, employers and workers, through institutional mechanisms of social dialogue, such as national or regional tripartite councils, sector or industry skills councils, public–private partnerships and the like.

Developing Countries Need Special Measures

Developing countries, and the workers and employers in them, have the least responsibility for climate change and environmental degradation but suffer their economic and social consequences disproportionately.  Special measures that can speed their employment-centred green transformations include:

-   capacity building for employers in the informal economy and micro- and small enterprises to enter green markets in localities where they are most needed ;

-   entrepreneurship training and business coaching for young people and adults to start up green businesses in conjunction with micro-finance projects ;

-   environmental awareness among decision-makers, business leaders and administrators as well as institutions of formal and non-formal training systems ;

-   capacity building of tripartite constituents to strengthen social dialogue mechanisms and to apply these to dialogue about accessibility of training for green jobs ;   and

-   increased capacity of formal education and training systems and institutions to provide basic skills for all and to raise the skills base of the national workforce ;  this includes improving apprenticeship systems and building synergies with NGO’s that provide education and training.

These measures can only be taken if resources are available.  It is therefore recommended that not only national governments but also international partnerships in developing countries take these recommendations into account both in environment programmes and in skills development programmes.

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‘GREENING’ IRELAND’s ECONOMY ?

Ireland was not one of the countries examined in the ILO / EU CEDEFOP Project.  That should tell us a lot !

BUT … just pause for a moment … and meditate on the many skill-related issues arising from the debacle at the Priory Hall Apartment Development, in Dublin.

AND NOW … read the following extracts from recent Irish National Reports … ‘high notions’ from goats in the Kerry Mountains …

The Overarching Vision – Forfás Report: ‘Future Skills Needs of Enterprise within the Green Economy in Ireland’ (November 2010) …

” For Ireland to be the benchmark ‘smart green’ economy for population centres under 20 million by 2015 – and to have the skills base and talent to drive innovative and high value products and services and maximise future business and employment growth potential.”

Final Paragraphs, #7 Conclusions – Review of National Climate Policy (November 2011) …

” In the wider-international context, there are also encouraging signs of a new ‘green growth’ paradigm which emphasises resource efficiency, the protection of natural resources and competitiveness along with the creation of new jobs.  A long-term view of how Ireland aligns its economic development with the demands of the growth engines of global commerce should be at the core of a low-carbon development vision.  In order to create enabling conditions for selling into these markets, many of which are already gearing up for the green economy, it will be necessary to ensure that the domestic conditions are right to encourage innovation.  This can be done by showing environmental ambition and using tools that allow the market to identify solutions.  That will require a combination of taking the best of what is working in other countries as well as devising domestically appropriate policies that will place Ireland in the vanguard of countries making the most of the opportunities presented by the green economy.

In terms of a long-term national vision of a carbon-constrained world, Ireland is faced with both the challenge of addressing a unique greenhouse gas emissions profile and the opportunity to position itself as an enlightened society with an environmentally sustainable and competitive, low-carbon economy.  Developing the policies to put Ireland on a clear and definite path to achieve that vision is the immediate priority.”

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Who Are These Moráns ?!?   Will Somebody Please Get Real !?!

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Corporate Social Responsibility – Updated EU Strategy 2011-14

2011-11-15:  The European Commission, in Brussels, recently published a New European Union Policy Document on Corporate Social Responsibility (CSR)COM(2011) 681 final – Brussels, 2011-10-25.

To access this document … just go down to the EUR-Lex Link on the right hand side of this Page.

The Updated EU CSR Strategy for 2011-2014  signals an important change of direction … more a re-balancing of emphasis … which enterprises, of all sizes, should immediately be aware of … and whether or not these enterprises are located within Europe … or outside, as far away as China, India, Japan, South Africa, the USA or Brazil, etc.

The Updated CSR Strategy  also confirms how the merging of the different and interrelated aspects of Sustainable Human & Social Development, i.e. social, economic, environmental, institutional, political and legal … is progressing nicely, and gathering some momentum.  We have discussed this issue here many times … and promoted it elsewhere in our work, particularly during the last decade.  How time flies !

[ In this last regard, reference should also be made to the United Nations Development Programme (UNDP) 2011 Human Development Report: 'Sustainability and Equity - A Better Future for All', which was launched in Copenhagen on 2 November 2011.]

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A New Definition for Corporate Social Responsibility (CSR)

The European Commission puts forward a new definition of CSR as ‘the responsibility of enterprises for their impacts on society’.

Respect for applicable legislation and for collective agreements between social partners are prerequisites for meeting that responsibility.  To fully meet their corporate social responsibility, enterprises should have in place a process to integrate social - environmental - ethical - human rights and consumer concerns into their business operations and core strategy in close collaboration with their stakeholders, with the aim of:

  • maximising the creation of shared value for their owners/shareholders, and for their other stakeholders and society at large ;
  • identifying, preventing and mitigating their possible adverse impacts.

The complexity of that process will depend on factors such as the size of the enterprise and the nature of its operations.  For most small and medium-sized enterprises, especially micro-enterprises, the CSR Process is likely to remain informal and intuitive.

To maximise the creation of shared value, enterprises are encouraged to adopt a long-term, strategic approach to CSR, and to explore the opportunities for developing innovative products, services and business models that contribute to Social Wellbeing and lead to higher quality and more productive jobs.

To identify, prevent and mitigate their possible adverse impacts, large enterprises, and enterprises at particular risk of having such impacts, are encouraged to carry out risk-based due diligence, including through their supply chains.

Certain types of enterprise, such as co-operatives, mutuals, and family-owned businesses, have ownership and governance structures that can be especially conducive to responsible business conduct.

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The Updated EU CSR Strategy elaborates an Action Agenda for 2011-2014

     1.  Improving Company Disclosure of Social and Environmental Information:  the new strategy confirms the European Commission’s intention to bring forward a new legislative proposal on this issue.

     2.  Enhancing Market Reward for CSR:  this means leveraging EU Policies in the fields of consumption, investment and public procurement in order to promote market reward for responsible business conduct.

     3.  Enhancing the Visibility of CSR and Disseminating Good Practices:  this includes the creation of a European award, and the establishment of sector-based platforms for enterprises and stakeholders to make commitments and jointly monitor progress.

     4.  Improving and Tracking Levels of Trust in Business:  the European Commission will launch a public debate on the role and potential of enterprises, and organise surveys on citizen trust in business.

     5.  Better Aligning European and International Approaches to CSR:  the European Commission highlights the following …

  • OECD Guidelines for Multinational Enterprises ;
  • 10 Principles of the UN Global Compact ;
  • UN Guiding Principles on Business and Human Rights ;
  • ILO Tri-Partite Declaration of Principles on Multinational Enterprises and Social Policy ;
  • ISO 26000 Guidance Standard on Social Responsibility.

     6.  Further Integrating CSR into Education, Training and Research:  the European Commission will provide further support for education and training in the field of CSR, and explore opportunities for funding more research.

     7.  Improving Self- and Co-Regulation Processes:  the European Commission proposes to develop a short protocol to guide the development of future self- and co-regulation initiatives.

     8.  Emphasising the Importance of National and Sub-National CSR Policies:  the European Commission invites EU Member States to present or update their own plans for the promotion of CSR by mid 2012.

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European Commission COM(2011) 681 final – Brussels, 2011-10-25  (PDF File, 136 kb)

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Sustainable Fire Engineering – IABSE Lecture 1 December 2011

2011-11-14 …

On Thursday evening, 1st December 2011, at 19.00 hrs … in the Dublin Institute of Technology … I will present an IABSE-Ireland Sponsored Lecture on the subject: ‘Sustainable Fire Engineering IS THE FUTURE !’.

This Presentation has been in continuous development across a snaking international path … Dubayy (UAE) in 2008 … Lund (Sweden) and Bengaluru (India) in 2009 … Dilli (India), Zurich (Switzerland) and Dublin (Ireland) in 2010 … Paris (France), the IFE’s International Fire Conference in Cardiff (Wales) and the ASFP-Ireland Fire Seminar in 2011 … and on 1 December next, in Dublin, I will be introducing some tough new realities for fire engineering generally … not just in Ireland …

Colour photograph showing the impact of witnessing the 9-11 WTC Incident in New York. Sustainable Fire Engineering must be 'reliability-based' & 'person-centred'. But ... do building designers, including fire engineers, actually understand that the people who use their buildings are 'individuals' ... each having a different range of abilities ? Photograph by Marty Lederhandler/AP. Click to enlarge.

Colour photograph showing the impact of witnessing the 9-11 WTC Incident in New York. Sustainable Fire Engineering must be 'reliability-based' & 'person-centred'. But ... do building designers, including fire engineers, actually understand that the people who use their buildings are 'individuals' ... each having a different range of abilities ? Photograph by Marty Lederhandler/AP. Click to enlarge.

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IABSE Irish National Group Sponsored Lecture

Dublin Institute of Technology, Bolton Street – Michael O’Donnell Room (259)

Thursday, 1 December 2011 @ 19.00 hrs / 7.00 p.m.

CJ Walsh: Sustainable Fire Engineering IS THE FUTURE !  (Lecture Flyer, PDF File, 259 kb)

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The aim of Sustainable Fire Engineering is to realize a safe and sustainable built environment.

Responding ethically, in built and/or wrought form, to the still evolving concept of sustainable human and social development … a principal objective of Sustainable Fire Engineering is to design for maximum credible fire and user scenarios … in order to maintain a proper and satisfactory level of fire safety and protection over the full life cycle of, for example, a building … and for a Sustainable Building, that life cycle is 100 years minimum.

Sustainable Fire Engineering must, therefore, be ‘reliability-based’ & ‘person-centred’.

This presentation will examine the authentic language and meaning of sustainability … and will then track how this impacts on the professional practice of fire engineering.  Special mention will be made of Fire-Induced Progressive Collapse.

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See you all there !   And I will be looking forward to a lot of challenging feedback on the night !!

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Some Interesting Images From Italy – October 2011

2011-11-07:  Images from a recent business trip to the Region of Le Marche, in Italy … a region steeped in history, and rich in beautiful landscape, and good friends, food and wine … via Rome’s Ciampino Airport.

Without realizing it, the flight into Rome came just after a very serious storm had hit the north-west coastal Regions of Liguria & Toscana … even the central Region of Lazio received a lash.  Devastatingly destructive flash floods had resulted.  Many people were killed.  The recent bad flooding in Dublin was just a tea party in comparison !

     1.  Anti-Sustainable ‘Photovoltaic Fields’

Not small greenhouses !   Instead, let me introduce you to the new concept of the Photovoltaic Field … where good agricultural land has been ‘planted’ with photovoltaic panels, incentivized by grants, tax breaks, or whatever (does it really matter ?!?) … how sustainable is this ?   These fields are becoming quite a common sight in the Italian countryside …

Colour photograph showing a Photovoltaic Field near the road from Amandola to Macerata, in Le Marche ... where good agricultural land has been 'planted' with photovoltaic panels. Photograph by CJ Walsh. 2011-10-29. Click to enlarge.

Colour photograph showing a Photovoltaic Field near the road from Amandola to Macerata, in Le Marche ... where good agricultural land has been 'planted' with photovoltaic panels. Photograph by CJ Walsh. 2011-10-29. Click to enlarge.

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     2.  Petrol/Gasoline Prices in Italy Now

This was a good average … depending on location, however, Petrol/Gasoline Prices could vary by as much as ± 3 to 4 cents …

Colour photograph showing the prices of different grades of petrol and diesel at a Petrol Station in Rome's Ciampino Airport, in Italy. Photograph by CJ Walsh. 2011-10-26. Click to enlarge.

Colour photograph showing the prices of different grades of petrol and diesel at a Petrol Station in Rome's Ciampino Airport, in Italy. Photograph by CJ Walsh. 2011-10-26. Click to enlarge.

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     3.  Braille Maps at Building Entrances/Exits

A good example of a Braille Map, which should be located at the Entrances and Exits of All Buildings … essential for the blind - the visually impaired - those with frail sight … and very useful for travellers/visitors, generally, who are unfamiliar with their surroundings and need to rapidly access information about their location and orientation …

Colour photograph showing a good example of a Braille Map, having strong colour contrast and with texts in Italian and English, at the Arrivals Building Main Entrance/Exit in Rome's Ciampino Airport. Photograph by CJ Walsh. 2011-10-26. Click to enlarge.

Colour photograph showing a good example of a Braille Map, having strong colour contrast and with texts in Italian and English, at the Arrivals Building Main Entrance/Exit in Rome's Ciampino Airport. Photograph by CJ Walsh. 2011-10-26. Click to enlarge.

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     4.  Corrado Levantesi – Montefortino, Le Marche

Finally and most importantly, I want to remember a good friend … Corrado Levantesi, who died one day after his 51st Birthday, on 15 September 2011, following a long illness.  May he rest in peace …

Photograph by CJ Walsh. 2011-10-31. Click to enlarge.

Photograph by CJ Walsh. 2011-10-31. Click to enlarge.

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SDI Practice Note:  Due to administrative changes in the Provincial Boundaries of Le Marche … our Italian Address has been altered to …

Sustainable Design International Ltd.,  Via Doganelli 2,  63857 Amandola (FM),  Italia.

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The Future of Disability Policy in Ireland – Recent SDI Submission

2011-11-06 …

Some time ago … Irish Minister of State at the Department of Health & Children, Ms. Kathleen Lynch T.D., released to the public a report on the future policy of disability in Ireland.  The report was drawn up by an Expert Reference Group at the request of the Department.  Submissions were sought from the public and interested groups on this document, entitled ‘Report of Disability Policy Review’.

The Report, and other ‘supporting’ information, can be downloaded from the Department’s WebSite at … http://www.dohc.ie/consultations/

Submissions had to be received by the Department, at the latest, on Friday 4 November 2011.

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As you read through the SDI Submission below, please also note well that on the 2 Web Pages of the Department’s Site …

  • Background to Report of Disability Policy Review ;   and
  • Summary of Key Proposals from The Review of Disability Policy ;

… there is not one single mention of the word ‘rights’ !

In a post back on 17 February 2009 … concerning another disability matter, i.e. the complete lack of ‘accessible’ emergency services for people with a hearing impairment in our country, I wrote:

‘ Irish Politicians and Senior Civil Servants would all rather commit ritual suicide on Merrion Street (outside the Dáil and Government Buildings) than give people with disabilities their rights.’

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The following is the recent Submission made by Sustainable Design International … and submitted to the Department of Health & Children on 4 November 2011 …

Re: The Future of Disability Policy in Ireland – SDI Submission

Ms. Kathleen Lynch T.D., Minister of Statec/o Office for Disability & Mental Health, Department of Health & Children, Hawkins House, Dublin 2.

Dear Minister,

It is reassuring to see that the following two documents, available for download from the Department’s WebSite, contain extensive references to Human Rights and, particularly, the UN Convention on the Rights of Persons with Disabilities …

     -  Report of Disability Policy Review – Prepared by Ms. Fiona Keogh PhD, on behalf of the Expert Reference Group on Disability Policy (October 2011) ;

     -  Report on Public Consultation: Efficiency & Effectiveness of Disability Services in Ireland – Review of Disability Services under the Value for Money & Policy Review Initiative 2009-2011 (December 2010).

And yet … the following document, also available for download from the Department’s WebSite, does not make one single reference to Human Rights …

     -  Summary of Key Proposals from The Review of Disability Policy (October 2011).

It is a matter of deep concern how such a fundamental issue can suddenly, and with malign intent, be erased from view … and understanding !

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Whether or not Ireland has ratified the United Nations 2006 Convention on the Rights of Persons with Disabilities is no longer relevant.

The European Union (EU), having its own legal personality after the Lisbon Treaty, did ratify the UN Convention … back on 23 December 2010.

Therefore, Ireland is now bound by a Duty of Loyal Co-Operation, deriving from Article 4.3 of the Treaty on European Union (TEU).

This Duty embraces two sets of obligations:  1) All EU Member States shall take appropriate measures, whether general or particular, to ensure fulfilment of the obligations arising out of the EU Treaties or resulting from action taken by the EU Institutions;  and 2) All EU Member States shall facilitate the achievement of the European Union’s tasks, and shall abstain from any measure which could jeopardise the attainment of the Union’s objectives.

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In complete contrast to Ireland’s Current Disability PolicyFuture Disability Policy must now be re-drafted, and implemented, in a manner where:

a)  Explicit reference is made, throughout, to the United Nations Convention on the Rights of Persons with Disabilities … and to the fact that there is now a robust rights-based foundation to Ireland’s National Disability Policy ;

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b)  There is a full, comprehensive and correct response to all of the contents of the United Nations Convention on the Rights of Persons with Disabilities.

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I would specifically draw your attention to Articles 31 & 33 of the United Nations Convention on the Rights of Persons with Disabilities … which together mandate that implementation is taken seriously … that it is competent and effective … and, most importantly, that independent monitoring and verification is a fundamental part of the whole policy development and implementation process.

In closing, may I add that the treatment of ‘Accessibility’ in all of the documents is careless, and disgracefully inadequate !!

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Sustainable Design International  is a professional and multi-disciplinary design, engineering, research and consultancy practice – specializing in the theory and implementation of a Sustainable Human Environment (social - built - virtual - economic).

Our Organization possesses a unique level of expertise on all aspects of Human Environment Accessibility for People with Activity Limitations.

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Yours,

C. J. Walsh,  Consultant Architect, Fire Engineer & Technical Controller.

Managing Director, Sustainable Design International Ltd. – Ireland & Italy.  Sürdürülebilir Tasarım Tic.Ltd.Şti. – Turkey.

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NIST’s Recommendations on the 9-11 WTC Building Collapses

2011-10-25:  Since shortly after my visit to Lower Manhattan in mid-October 2001 … we have maintained an Archive Page on Structural Fire Engineering, World Trade Center Incident (9-11) & Fire Serviceability Limit States … at SDI’s Corporate WebSite.  And I have referenced here … many, many times … the Recommendations contained in the 2005 & 2008 Final Reports of the U.S. National Institute of Standards & Technology (NIST) on the 9-11 World Trade Center Building 1, 2 & 7 Collapses.

In this post (and a series of future posts) … I find it most necessary that the 2005 & 2008 NIST Recommendations now be presented for everyone to read.  Yes, some of Recommendations apply specifically to Tall and Very Tall Buildings … and Building Designers in India, China, Brazil, Russia & South Africa (BRICS), the Arab Gulf RegionEurope and North America, etc., should be fully aware of their contents.

BUT … I am also strongly convinced … precisely because I am an Architect, a Fire Engineer and a Technical Controller … that most of the NIST Recommendations apply to ALL Buildings … so catastrophic was the failure exposed on that fateful day (11 September 2001) … in all of our common design and construction practices … and our operation, maintenance and emergency response procedures !

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PRELIMINARY COMMENTS

  1.     Extract from Paragraph #9.2, Chapter 9, NIST Final Report on the Collapse of the World Trade Center Towers – Report Reference NIST NCSTAR 1 (2005) …

  • NIST believes  that these Recommendations are both realistic and achievable within a reasonable period of time, and that their implementation would make buildings safer for occupants and emergency responders in future emergencies.
  • NIST strongly urges  that immediate and serious consideration be given to these Recommendations by the building and fire safety communities – especially designers, owners, developers, codes and standards development organizations, regulators, fire safety professionals, and emergency responders.
  • NIST also strongly urges  building owners and public officials to:  (i) evaluate the safety implications of these Recommendations for their existing inventory of buildings;  and (ii) take the steps necessary to mitigate any unwarranted risks without waiting for changes to occur in codes, standards, and practices.

  2.     At the time of writing … it is important to point out that although they are related Structural Concepts … and there is still, to this day, a lot of confusion about these concepts in the USA … it is important to clearly distinguish between …

Disproportionate Damage

The failure of a building’s structural system  (i) remote from the scene of an isolated overloading action;  and (ii) to an extent which is not in reasonable proportion to that action.

Fire-Induced Progressive Collapse

The sequential growth and intensification of distortion, displacement and failure of elements of construction in a building – during a fire and the ‘cooling phase’ afterwards – which, if unchecked, will result in disproportionate damage, and may lead to total building collapse.

  3.     Recommendation 2, below, would certainly need to be understood and implemented within today’s additional design constraints of Sustainable Climate Change Adaptation and Resilience to Severe Weather Events.  Therefore … Design Wind Speeds must be increased, accordingly, for ALL Buildings.

  4.     As such a high level of performance is expected … indeed demanded … of a Sustainable BuildingSustainable Fire Engineering must be ‘reliability-based’.  In other words, it must have a rational, empirical and scientifically robust basis … unlike conventional fire engineering, which is yet aimlessly wandering around in pre-historic caves !

  5.     Finally … there is no use trying to hide the fact that progress on implementing the NIST Recommendations, within the USA, has been lamentably slow.  Outside that jurisdiction, the response has ranged from mild interest, to complete apathy, and even to vehement antipathy.  The implications arising from implementation are much too hard to digest … for long established fire safety professionals and researchers who are unswervingly committed to the flawed and out-of-date practices and procedures of conventional fire engineering and, especially, for vested interests !

However … is it either in society’s interest, or in the interests of our clients/client organizations … that, to give you a simple example which is relevant close to home, British Standard 9999 (published on 31 October 2008): ‘Code of Practice for Fire Safety in the Design, Management and Use of Buildings’ takes absolutely no account of any of the NIST Recommendations ?   As far as the British Standards Institution is concerned … 9-11 never happened … which I think is an inexcusable and unforgivable technical oversight !

For this reason, the General Public in ALL of our societies and Clients/Client Organizations in ALL countries should also be fully aware of the contents of these Recommendations …

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Colour photograph showing the two World Trade Center Towers immediately after the impact of the second plane. At a fundamental level, this was a very serious 'real' fire incident ... which was extensively, and very thoroughly, investigated by the U.S. National Institute of Standards & Technology (NIST) ... and resulted in the important 2005 & 2008 NIST Recommendations. Click to enlarge.

Colour photograph showing the two World Trade Center Towers immediately after the impact of the second plane. At a fundamental level, this was a very serious 'real' fire incident ... which was extensively, and very thoroughly, investigated by the U.S. National Institute of Standards & Technology (NIST) ... and resulted in the important 2005 & 2008 NIST Recommendations. Click to enlarge.

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2005 NIST WTC RECOMMENDATIONS

GROUP 1.   Increased Structural Integrity

The standards for estimating the load effects of potential hazards (e.g. progressive collapse, wind) and the design of structural systems to mitigate the effects of those hazards should be improved to enhance structural integrity.

NIST WTC Recommendation 1.

NIST recommends that:  (1) progressive collapse be prevented in buildings through the development and nationwide adoption of consensus standards and code provisions, along with the tools and guidelines needed for their use in practice;  and (2) a standard methodology be developed – supported by analytical design tools and practical design guidance – to reliably predict the potential for complex failures in structural systems subjected to multiple hazards.

a.   Progressive collapse* should be prevented in buildings.

[ * F-19  Progressive collapse (or disproportionate damage) occurs when an initial local failure spreads from structural element to structural element resulting in the collapse of an entire structure or a disproportionately large part of it.]

The primary structural systems should provide alternate paths for carrying loads in case certain components fail (e.g. transfer girders or columns).  This is especially important in buildings where structural components (e.g. columns, girders) support unusually large floor areas.*

[ * F-20  While the WTC towers eventually collapsed, they had the capacity to redistribute loads from impact and fire damaged structural components and sub-systems to undamaged components and sub-systems.  However, the core columns in the WTC towers lacked sufficient redundant (alternative) paths for carrying gravity loads.]

Progressive collapse is addressed only in a very limited way in practice and by codes and standards.  For example, the initiating event in design to prevent progressive collapse may be removal of one or two columns at the bottom of the structure.  Initiating events at multiple locations within the structure, or involving other key components and sub-systems, should be analyzed commensurate with the risks considered in the design.  The effectiveness of mitigation approaches involving new system and sub-system design concepts should be evaluated with conventional approaches based on indirect design (continuity, strength and ductility of connections), direct design (local hardening), and redundant (alternate) load paths.  The capability to prevent progressive collapse due to abnormal loads should include:  (i) comprehensive design rules and practice guides;  (ii) evaluation criteria, methodology, and tools for assessing the vulnerability of structures to progressive collapse;  (iii) performance-based criteria for abnormal loads and load combinations;  (iv) analytical tools to predict potential collapse mechanisms;  and (v) computer models and analysis procedures for use in routine design practice.  The federal government should co-ordinate the existing programmes that address this need:  those in the Department of Defence;  the General Services Administration;  the Defence Threat Reduction Agency;  and NIST.  Affected Standards:  ASCE-7, AISC Specifications, and ACI 318.  These standards and other relevant committees should draw on expertise from ASCE/SFPE 29 for issues concerning progressive collapse under fire conditions.  Model Building Codes:  The consensus standards should be adopted in model building codes (i.e. the International Building Code and NFPA 5000) by mandatory reference to, or incorporation of, the latest edition of the standard.  State and local jurisdictions should adopt and enforce the improved model building codes and national standards based on all 30 WTC Recommendations (2005).  The codes and standards may vary from the WTC Recommendations, but satisfy their intent.

b.   A robust, integrated predictive capability should be developed, validated, and maintained to routinely assess the vulnerability of whole structures to the effects of credible hazards.  This capability to evaluate the performance and reserve capacity of structures does not exist and is a significant cause for concern.  This capability would also assist in investigations of building failure – as demonstrated by the analyses of the WTC building collapses carried out in this Investigation.  The failure analysis capability should include all possible complex failure phenomena that may occur under multiple hazards (e.g. bomb blasts, fires, impacts, gas explosions, earthquakes, and hurricane winds), experimentally validated models, and robust tools for routine analysis to predict such failures and their consequences.  This capability should be developed via a co-ordinated effort involving federal, private sector, and academic research organizations in close partnership with practicing engineers.

NIST WTC Recommendation 2.

NIST recommends that nationally accepted performance standards be developed for:  (1) conducting wind tunnel testing of prototype structures based on sound technical methods that result in repeatable and reproducible results among testing laboratories;  and (2) estimating wind loads and their effects on tall buildings for use in design, based on wind tunnel testing data and directional wind speed data.  Wind loads specified in current prescriptive codes may not be appropriate for the design of very tall buildings since they do not account for building-specific aerodynamic effects.  Further, a review of wind load estimates for the WTC towers indicated differences by as much as 40 % from wind tunnel studies conducted in 2002 by two independent commercial laboratories.  Major sources of differences in estimation methods currently used in practice occur in the selection of design wind speeds and directionality, the nature of hurricane wind profiles, the estimation of ‘component’ wind effects by integrating wind tunnel data with wind speed and direction information, and the estimation of ‘resultant’ wind effects using load combination methods.  Wind loads were a major factor in the design of the WTC tower structures and were relevant to evaluating the baseline capacity of the structures to withstand abnormal events such as major fires or impact damage.  Yet, there is lack of consensus on how to evaluate and estimate winds and their load effects on buildings.

a.   Nationally accepted standards should be developed and implemented for conducting wind tunnel tests, estimating site-specific wind speed and directionality based on available data, and estimating wind loads associated with specific design probabilities from wind tunnel test results and directional wind speed data.

b.   Nationally accepted standards should be developed for estimating wind loads in the design of tall buildings.  The development of performance standards for estimating wind loads should consider:  (1) appropriate load combinations and load factors, including performance criteria for static and dynamic behaviour, based on both ultimate and serviceability limit states;  and (2) validation of wind load provisions in prescriptive design standards for tall buildings, given the universally acknowledged use of wind tunnel testing and associated performance criteria.  Limitations to the use of prescriptive wind load provisions should be clearly identified in codes and standards.

The standards development work can begin immediately to address many of the above needs.  The results of those efforts should be adopted in practice as soon as they become available.  The research that will be required to address the remaining needs also should begin immediately and results should be made available for standards development and use in practice.  Affected National Standard:  ASCE-7.  Model Building Codes:  The standard should be adopted in model building codes by mandatory reference to, or incorporation of, the latest edition of the standard.

NIST WTC Recommendation 3.

NIST recommends that an appropriate criterion be developed and implemented to enhance the performance of tall buildings by limiting how much they sway under lateral load design conditions (e.g. winds and earthquakes).  The stability and safety of tall buildings depend upon, among other factors, the magnitude of building sway or deflection, which tends to increase with building height.  Conventional strength-based methods, such as those used in the design of the WTC towers, do not limit deflections.  The deflection limit state criterion, which is proposed here is in addition to the stress limit state and serviceability requirement;  it should be adopted either to complement the safety provided by conventional strength-based design or independently as an alternate deflection-based approach to the design of tall buildings for life safety.  The recommended deflection limit state criterion is independent of the criterion used to ensure occupant comfort, which is met in current practice by limiting accelerations (e.g. in the 15 to 20 milli-g range). Lateral deflections, which already are limited in the design of tall buildings to control damage in earthquake-prone regions, should also be limited in non-seismic areas.*

[ * F-22  Analysis of baseline performance under the original design wind loads indicated that the WTC towers would need to have been between 50 % and 90 % stiffer to achieve a typical drift ratio used in current practice for non-seismic regions, though not required by building codes.  Limiting drift would have required increasing exterior column areas in lower stories and/or significant additional damping.]

Affected National standards:  ASCE-7, AISC Specifications, and ACI 318.  Model Building Codes:  The standard should be adopted in model building codes by mandatory reference to, or incorporation of, the latest edition of the standard.

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