National Institute of Standards and Technology

1
ISO Workshop on the NIST World Trade Center
Investigation http//wtc.nist.gov Part V NIST
Recommendations William L. Grosshandler,
NIST Associate Lead Investigator
September 24, 2005
National Institute of Standards and
Technology Technology Administration U.S.
Department of Commerce
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Federal Role

• U.S. has a unique approach to codes and
  standards.
• Codes/standards are developed by non-governmental
  entities.
• With few exceptions, state/local governments are
  responsible for promulgating/enforcing building
  and fire safety regulations.
• These regulations provide minimum requirements
  for public welfare and safety.
• With some exceptions, regulations are based on
  model codes developed by the International Code
  Council (ICC) and the National Fire Protection
  Association (NFPA).
• Model codes cite voluntary consensus standards
  developed by a large number of private sector
  standards development organizations (e.g., ASTM,
  ASME, ASCE, AISC, NPFA, ASHRAE, UL).

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NIST Role

• Does not set building codes or standards
• Provides technical support to private sector and
  other government agencies in development of U.S.
  building and fire practice, standards and codes
• Conducts research which helps to form technical
  basis for such practice, standards, and codes
• Disseminates research results to practicing
  professionals having its staff participate on
  technical and standards committees
• Provides technical assistance to the building and
  fire safety communities
• Represents publics interest as an objective and
  impartial technical entity

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Considerations in the Recommendations

• Findings related to building performance,
  evacuation and emergency response, and to
  procedures and practices used in design,
  construction, operation, and maintenance of
  buildings
• Whether findings relate to unique circumstances
  surrounding terrorist attacks of Sept. 11, 2001,
  or to normal building and fire safety
  considerations (including evacuation and
  emergency response)
• Technical solutions that are needed to address
  potential risks to buildings, occupants, and
  emergency responders, considering both
  identifiable hazards and e consequences of those
  hazards and
• Whether risks apply to all buildings or are
  limited to certain building types (e.g.,
  buildings that exceed certain height, or that
  employ specific type of structural system),
  iconic/signature buildings, or buildings that
  house critical functions.

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Nature of Recommendations

• NIST does not prescribe specific systems,
  materials, or technologies NIST encourages
  competition among different systems, materials,
  and technologies that can meet performance
  requirements.
• NIST does not prescribe specific threshold
  levels NIST believes that responsibility for
  establishment of threshold levels properly
  belongs in public policy setting process, in
  which standards and codes development process
  plays a key role.

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RECOMMENDATIONS(30 total, in eight groupings)
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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.

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Increased Structural Integrity

• Consensus standards and code provisions for
  preventing progressive collapse should be
  developed and adopted nationwide along with
  tools and guidelines for their useand standard
  methodology should be developed to reliably
  predict potential for complex failures in
  structural systems subjected to multiple hazards.
  Rec. 1
• Nationally accepted performance standards should
  be developed for
• wind tunnel testing of prototype structures based
  on sound technical methods that result in
  repeatable and reproducible results and
• estimating wind loads and their effects on tall
  buildings, based on wind tunnel testing data and
  directional wind speed data. Rec. 2
• Appropriate criteria should be developed and
  implemented to enhance performance of tall
  buildings by limiting how much they sway under
  lateral load design conditions (e.g., winds and
  earthquakes). Rec. 3

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Group 2 Enhanced Fire Resistance of Structures

• Procedures and practices used to ensure fire
  resistance of structures should be enhanced by
• improving technical basis for construction
  classifications and fire resistance ratings and
  testing methods,
• using structural frame approach to fire
  resistance ratings, and
• developing in-service performance requirements
  and conformance criteria for spray-applied fire
  resistive materials.

10
Enhanced Fire Resistance of Structures

• Evaluate -- and where needed improve -- technical
  basis for determining construction classification
  and fire rating requirements (especially for
  buildings taller than 20 stories)and make
  related code changes now as much as possible by
  explicitly considering
• timely access by emergency responders and full
  evacuation of occupants, or time required for
  burnout without local collapse
• extent to which redundancy in active fire
  protection (sprinkler and standpipe, fire alarm,
  and smoke management) systems should be credited
  for occupant life safety
• need for redundancy in fire protection systems
  critical to structural integrity
• ability of the structure and local floor systems
  to withstand maximum credible fire scenario
  without collapse -- recognizing that sprinklers
  could be compromised, not operational, or
  non-existent (continued)

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Enhanced Fire Resistance of Structures (2)

• compartmentation requirements to protect
  structure, including
• fire rated doors and automatic enclosures, and
• limiting air supply (e.g., thermally resistant
  window assemblies)
• to retard fire spread in buildings with
  large, open floor plans,
• impact of spaces containing unusually large fuel
  concentrations for expected occupancy of
  building and
• extent to which fire control systems -- including
  suppression by automatic or manual means --
  should be credited as part of prevention of fire
  spread. Rec. 4

12
Enhanced Fire Resistance of Structures (3)

• Improve technical basis for century-old standard
  for fire resistance testing of components,
  assemblies, and systems and develop guidance for
  extrapolating results of tested assemblies to
  prototypical building systems. Rec. 5
• Develop criteria, test methods, and standards
• for in-service performance of fireproofing to
  protect structural components and
• to ensure that these materials, as-installed,
  conform to conditions in tests used to establish
  fire resistance rating. Rec. 6
• Adopt and use structural frame approach
  (structural members connected to columns carry
  the high fire resistance rating of the columns).
  Rec. 7

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Group 3 New Methods for Fire Resistance Design
of Structures

• Procedures and practices used in fire resistance
  design of structures should be enhanced by
• requiring an objective that uncontrolled fires
• result in burnout without local or global
• collapse. Performance-based methods are an
• alternative to prescriptive design methods.
• This effort should include development
• and evaluation of
• new fire resistive coating materials and
  technologies and
• evaluation of fire performance of conventional
  and high-performance structural materials.
• Technical and standards barriers to introduction
  of new materials and technologies should be
  eliminated.

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New Methods for Fire Resistance Design of
Structures

• Require that uncontrolled building fires result
  in burnout without local or global collapse. Rec.
  8
• Develop
• performance-based standards and code provisions
  -- as an alternative to current prescriptive
  design methods -- to enable design and retrofit
  of structures to resist real fire conditions
• tools, guidelines, and test methods to evaluate
  fire performance of the structure as a whole
  system. Rec. 9

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New Methods for Fire Resistance Design of
Structures (2)

• Develop and evaluate new fire resistive coating
  materials, systems, and technologies with
  significantly enhanced performance and durability
  to provide protection following major events.
  Rec. 10
• Evaluate performance and suitability of advanced
  structural steel, reinforced and pre-stressed
  concrete, and other high-performance material
  systems for use under conditions expected in
  building fires. Rec. 11

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Group 4 Improved Active Fire Protection

• Active fire protection systems (i.e., sprinklers,
  standpipes/ hoses, fire alarms, and smoke
  management systems) should be enhanced through
  improvements to
• Design
• Performance
• Reliability, and
• Redundancy
• of such systems.

17
Improved Active Fire Protection

• Enhance performance and redundancy of active fire
  protection systems to accommodate higher risks
  associated with tall buildings. Rec. 12
• Develop advanced fire alarm and communication
  systems that provide continuous, reliable, and
  accurate information on life safety conditions to
  manage the evacuation process. Rec. 13
• Adapt advanced fire/emergency control panels to
  accept and interpret more and more reliable --
  information from the active fire protection
  systems to provide tactical decision aids. Rec.
  14
• Develop and require systems for improved
  transmission to emergency responders, and
  off-site or black-box storage, of information
  from building monitoring systems. Rec. 15

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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 for evacuation
  during emergencies, and
• incorporation of appropriate egress technologies.

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Improved Building Evacuation

• Develop and carry out public education campaigns
  to improve building occupants preparedness for
  evacuation in case of building emergencies. Rec.
  16
• Design tall buildings to accommodate timely full
  building evacuation of occupants due to
  building-specific or large-scale emergencies such
  as widespread power outages, major earthquakes,
  tornadoes, hurricanes, fires, accidental
  explosions, and terrorist attack.
• Building size, population, function, and iconic
  status should be taken into account in designing
  egress system.
• Stairwell and exit capacity should be adequate to
  accommodate counterflow due to emergency access
  by responders. Rec. 17

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Improved Building Evacuation (2)

• Design egress systems
• to maximize remoteness of egress components
  (i.e., stairs, elevators, exits) without
  negatively impacting average travel distance
• to maintain their functional integrity and
  survivability under foreseeable building-specific
  or large-scale emergencies and
• with consistent layouts, standard signage, and
  guidance so that systems become intuitive and
  obvious to building occupants during evacuations.
  Rec. 18

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Improved Building Evacuation (3)

• Building owners, managers, and emergency
  responders should develop a joint plan and ensure
  accurate emergency information is communicated in
  timely manner to enhance awareness of occupants
  and emergency responders through
• better coordination 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 (Integrated
  Public Alert and Warning System) and Community
  Emergency Alert Networks. Rec. 19

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Improved Building Evacuation (4)

• Evaluate full range of current and next
  generation evacuation technologies for future
  use, including
• protected/hardened elevators,
• exterior escape devices, and
• stairwell navigation devices,
• which may allow all occupants an equal
  opportunity for evacuation and facilitate
  emergency response access. Rec. 20

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Group 6 Improved Emergency Response
Technologies and Procedures

• 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

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Improved Emergency Response Technologies and
Procedures

• Install fire-protected and structurally hardened
  elevators in tall buildings to provide timely
  emergency access to responders and allow
  evacuation of mobility impaired building
  occupants.
• Such elevators should be 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. Rec. 21
• Install, inspect, and test emergency
  communications systems, radio communications, and
  associated operating protocols to ensure that
  systems and protocols
• are effective for large-scale emergencies in
  buildings with challenging radio frequency
  propagation environments, and
• can be used to identify, locate, and track
  emergency responders within indoor building
  environments and in field. Rec. 22

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Improved Emergency Response Technologies and
Procedures (2)

• Establish and implement detailed procedures and
  methods for gathering, processing, and delivering
  critical information through integration of
  relevant voice, video, graphical, and written
  data to enhance situational awareness of all
  emergency responders. Establish an information
  intelligence sector to coordinate each incident.
  Rec. 23
• Establish and implement codes and protocols for
  ensuring effective and uninterrupted operation of
  command and control system for large-scale
  building emergencies. Rec. 24

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Group 7 Improved Procedures and Practices

• The procedures and practices used in the design,
  construction, maintenance, and operation of
  buildings should be improved by
• encouraging code compliance by nongovernmental
  and quasi-governmental entities,
• adoption and application of egress and sprinkler
  requirements in codes for existing buildings, and
  
• retention and availability of
• building documents over the
• life of a building.

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Improved Procedures and Practices

• Nongovernmental and quasi-governmental entities
  that own or lease buildings -- and are not
  subject to building and fire safety code
  requirements of any governmental jurisdiction --
  should provide a level of safety that equals or
  exceeds level of safety that would be provided by
  strict compliance with code requirements of
  appropriate governmental jurisdiction.
• As-designed and as-built safety should be
  certified by qualified third party, independent
  of building owner(s).
• Process should not use self-approval for code
  enforcement in areas including
• interpretation of code provisions,
• design approval,
• product acceptance,
• certification of the final construction, and
• post-occupancy inspections over the life of the
  buildings. Rec. 25

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Improved Procedures and Practices (2)

• State and local jurisdictions should adopt and
  aggressively enforce building codes to ensure
  that egress and sprinkler requirements are met by
  existing buildings. Further, occupancy
  requirements should be modified where needed
  (such as when there are assembly use spaces
  within an office building) to meet model building
  codes. Rec. 26
• Building codes should require building owners to
  retain documents related to building design,
  construction, maintenance and modifications over
  entire life of building. Means should be
  developed for offsite storage and maintenance of
  documents. Relevant information should be easily
  accessible by responders during emergencies. Rec.
  27

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Improved Procedures and Practices (3)

• The role of the Design Professional in
  Responsible Charge should be clarified to ensure
  that all appropriate design professionals
  (including the fire protection and structural
  engineers) are part of team designing buildings
  that employ innovative or unusual structural and
  fire safety systems.
• Rec. 28

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Group 8 Education and Training

• The skills of building and fire safety
  professionals should be upgraded through a
  national education and training effort for fire
  protection engineers, structural engineers, and
  architects.

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Education and Training

• Continuing education curricula should be
  developed and programs should be implemented for
  
• training fire protection engineers and architects
  in structural engineering principles and design,
  and
• training structural engineers, architects, and
  fire protection engineers in modern fire
  protection principles and technologies, including
  fire-resistance design of structures. Rec. 29
• Academic, professional short-course, and
  web-based training materials in the use of
  computational fire dynamics and thermostructural
  analysis tools should be developed. Rec. 30

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Recommendations Call to Action

• NIST strongly urges the building and fire safety
  communities to give immediate and serious
  consideration to these recommendations in order
  to achieve appropriate improvements in the way
  buildings are designed, constructed, maintained,
  and used and in evacuation and emergency response
  procedures.
• NIST strongly urges building owners and public
  officials to
• evaluate the safety implications of these
  recommendations to their existing inventory of
  buildings and
• take the steps necessary to mitigate any
  unwarranted risks without waiting for changes to
  occur in codes, standards, and practices.
• NIST strongly urges state and local agencies to
  rigorously enforce building codes and standards
  since such enforcement is critical to ensure the
  expected level of safety.

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NIST Actions

• The National Construction Safety Team Act
  requires NIST to
• Conduct, or enable or encourage the conduct of,
  appropriate research recommended by the NCST and
• Promote the appropriate adoption of the
  recommendations by the Federal Government and
  other agencies and organizations.
• NIST is assigning top priority to work vigorously
  with the building and fire safety communities to
  assure that there is a complete understanding of
  the recommendations and to provide needed
  technical assistance.
• WTC Technical Conference held Sept. 13-15, 2005,
  to present technical foundation for
  recommendations and to solicit feedback on
  reports, with emphasis on spurring action on
  recommendations.
• NIST will maintain a web-based, publicly
  accessible system with information on status of
  the recommendations.

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Workshop Outline

• Part I Introduction
• Part II Aircraft Impact Simulation
• Part III Reconstruction of the Fires and
  Heating of the Structural Steel
• Part IV Structural Response and Collapse
  Mechanisms
• Part V NIST Recommendations
• Part VI Preliminary Findings for WTC 7