BFRL Program Information

 
Program Manager:
William Grosshandler   
Revised: 10/31/2007

BFRL Goal:
Homeland Security and Disaster Resilience

Relevant Links

Research and Development for the Safety of Threatened Buildings


Objective:

To provide a technical foundation that supports improvements to building and fire codes, standards, and practices that reduce the impact of extreme threats to the safety of buildings, their occupants and emergency responders, and to move us toward the BFRL Goal of Homeland Security and Disaster Resilience.

Problem:

What is the problem? Building and fire codes in the United States exist, among other reasons, to ensure the safety of occupants in the event of anticipated excessive loads including those due to extreme winds and the likelihood of a probable worst case fire. The collapse of the World Trade Center (along with the terrorist attacks on the Pentagon, Hart Senate Office Building, and the Murrah Federal Building) has focused the general public, governments at all levels, and the construction and building products industries on the need to also understand the possible impacts of terrorist acts on building operations, structural integrity, and emergency response procedures, and on the need to develop economically justifiable strategies to mitigate the potential loss of life from future threats.

The prediction of failure modes in a closely-coupled building system is beyond our current capability, and standard test methods tell nothing of the expected performance of the building should the mechanical load (from wind) or thermal load (from a fire) exceed a prescribed value. In addition, building designers, owners, operators, occupants and first responders are faced with chemical and biological threats unforeseen prior to 2001.

Why is the problem hard? Societies dictate that buildings and other structures used routinely by civilian populations need to withstand severe, but anticipated, natural and manmade hazardous events, including fires and wind storms. The degree of severity anticipated is a choice made at the local or regional level, depending upon the state. A reliable data base has been established in many places on the occurrence and severity of natural hazards; however, setting the severity level for manmade fires or blasts (accidental or intentional) is complicated by three factors: the historical data base on these events is sparsely populated and/or unreliable, extrapolation of historical data to future events is highly uncertain due to changes in human activities, and almost all fires have the potential of being severe given the right set of circumstances that may be out of the control of the building designer. The technical challenge is to translate the impact of a specified fire into heat transfer through building materials and structural elements, accounting for breaching of building partitions, thermally-induced strain, and redistribution of loads; and eventually leading to local or global collapse. While for wind loads a more reliable data base may exist, the challenges faced by the designer are no less daunting due to complex ways that winds exert their forces on building and the close coupling of the overall building response to localized damage.

Technical issues surrounding possible chemical, biological or radiological (CBR) threats to buildings are even more ephemeral. Tough questions faced by building designers, owners, operators, regulators, and emergency service providers in response to possible CBR threats include: How should HVAC systems be designed and operated to contain a poisonous aerosol or gas? How has peoples' behavior changed since 9/11 in response to an emergency? Should the same emergency egress and fire service access techniques and strategies be used in the case of a biological threat as for a fire? Can new technologies be developed or design practices be adapted to increase the safety of the building occupants without undue economic burden on the owners/operators?

How are these problems solved today and by whom? The standard test methods and building practices upon which current building and fire codes are based rank the performance of one material, component or subsystem against alternative designs, with the expectation that some minimum rating translates into a sufficient level of safety of the material, component or subsystem when installed in the actual building. Safety factors are used to account for our ignorance abut the magnitude of actual loads, and for the uncertainty in response of the complex building system to these loads. Prior to the start of this Program, the problem in wind engineering was solved largely by using traditional, seat-of-the-pants “magic numbers” and simplifying tables and plots that were proven to be adequate for typical structures, but when applied to complex structural systems may result in inconsistencies with respect to risk that are detrimental from the safety and economy points of view.

Although performance-based building and fire codes exist on the books, they are used sparingly and limited to very specific situations. The more general problems associated with the entire building response to an extreme threat remain unsolved.

Approach:

The Safety of Threatened Buildings (STB) Program is part of the response of NIST to the events of 9/11, and has been developed through extensive discussions and partnerships with industry, academia, professional societies, codes and standards organizations, emergency services, and other government agencies. The Program is responsive to recommendations from the 2002 FEMA Building Performance Study and the 2005 NIST Federal Building and Fire Safety Investigation of the World Trade Center Disaster Final Report on the Collapse of the World Trade Center Towers. The Program is also responsive to the specific hazards posed by the introduction of a noxious aerosol into the environment such as occurred in the Hart Senate Office Building and a blast such as occurred in the Murrah Federal Building. In addition the Program is responsive to hazards posed by extreme winds and the need to develop analytical approaches and cost-effective risk management solutions to multi-hazard failure scenarios. The fruits of the research in this Program are not limited to the specific failures mentioned above, and will be applicable to the built environment in general.

Closely coordinated with the STB Program are BFRL's Advanced Fire Services Technology Program, which addresses the equipment standards and guidelines needs of emergency responders, and the National Earthquake Hazard Reduction Program (NEHRP), which addresses the problem-focused research needs for accelerating the adoption of appropriate risk-mitigation solutions. The STB Program, on the basis of the research results, also assists the model building and fire codes and standards organizations to understand and adopt, as appropriate, the recommendations in NIST NCSTAR 1, and additional recommendations resulting from technical investigations by NIST into other building failures.

What are the new technical ideas and why can we succeed now? The fundamental new idea underpinning this program is that the safety of threatened buildings can be enhanced significantly by developing a robust capability to predict the effects of hazards (fire, wind, blast, CBR aerosol releases) and competing innovative technologies/designs on the performance of building systems. This will be achieved by developing validated data to characterize the threat, validated physics-based models to predict performance, metrics for measuring performance, acceptance criteria for differing levels of performance objectives, and mitigation strategies based on evaluated performance. The convergence of three factors makes it possible to achieve success now: demand from the general public and policymakers for enhancing the safety of public buildings and reducing losses from future disasters, demand from the private sector to fill science and technology gaps, and recent advances in the relevant disciplines and in computational capabilities that allow physics-based solution of these highly computer-intensive problems.

Four general areas of research have been targeted to support near and long term improvements to reduce the vulnerability of the structure, building occupants and first responders to extreme manmade and natural threats:
• Structural Integrity
• Fire Resistance
• Emergency Egress and Access
• Emergency Building Environmental Technologies and Standards

Recent Results:

Structural Integrity


  • Bao, Y., Kunnath, S., El-Tawil, S., and Lew, H.S.,
    “Macromodel-based simulation of progressive collapse: RC frame structures”
    submitted to J. of Structural Engineering, 2007.


  • Bienkewicz, B., Endo, M., Main, J.A., and Fritz, W.P. (2007),
    “Comparative inter-laboratory study of wind loading on low industrial
    buildings,” Proc., Twelfth International Conference on Wind Engineering,
    Cairns, Australia, July 1-6, 2007.


  • Duthinh, D., Main, J.A., Wright, A., and Simiu, E. (2007). “Mean
    recurrence intervals of failure wind loads,” Proc., 12th Int. Conf. on Wind
    Engineering
    , July 1-6, 2007, Cairns, Australia; and submitted to Journal
    of Structural Engineering
    (in review, 2007).


  • Duthinh, D. et al., “Probability of Ultimate Limit States of
    Structures under Wind Loads.” Proc., 1st Int. Conf. Comput. Meth. In
    Struct. Dynamics and Earthq. Eng. (2007).


  • Duthinh, D., and Fritz, W.P., “Safety evaluation of low-rise steel
    structures under wind loads by non-linear database-assisted technique,” J. of
    Structural Engineering,
    587-594, Apr. 2007.


  • El-Tawil, S., Khandelwal, K., Kunnath,
    S., Lew, H.S., “Macro Models for Progressive Collapse Analysis of Steel
    Moment Frame Buildings,” Structures Congress, ASCE, Long Beach, CA, May 2007.


  • Filliben, J.J., and Simiu, E. (2007), “Tall building response
    parameters: Sensitivity study based on orthogonal factorial experiment design
    techniques,” Journal of Engineering Mechanics (in review, 2007).


  • Gabbai, R.D. (2007), “The influence of structural design on the
    aerodynamic stability of  Brancusi’s endless column,” Journal of Engineering
    Mechanics
    (in review, 2007).


  • Gabbai, R.D., W. P. Fritz, A. P. Wright and E. Simiu (2007),
    “Assessment of ASCE 7 Standard wind load factors for tall building response
    estimates”  ASCE Journal of Structural Engineering (accepted for
    publication).


  • Gabbai, R.D., and E. Simiu, “Wind load factors for tall building
    design and the ASCE 7 Standard” ASCE Journal of Engineering Mechanics (in
    review, submitted March 2007).


  • Gabbai, R.D. (2007), “On the aeroelastic indifference of
    Brancusi’s Endless Column,” Proc., 12th International Conference on Wind
    Engineering
    , Cairns, Australia, July 1-6, 2007.


  • Gabbai, R.D., and E. Simiu, “Wind load factors for tall building
    design and the ASCE 7 Standard,” Proc., 12th International Conference on Wind
    Engineering
    , Cairns, July 2007.


  • Gaynor, J. and Simiu, E. (2007), “The NIST-NOAA Resiliient
    Communities Initiative and Its Contribution to Coastal Community Resilience,
    Marine Technology Society Journal
     26-32.


  • Grigoriu, M. (2006). “A model for directional hurricane wind
    speeds,” NIST GCR 06-905,
    http://www.itl.nist.gov/div898/winds/pdf_files/GCR06-905.pdf.


  • Khandelwal K., El-Tawill, S., Kunnath, S., and Sadek, F.,
    “Macromodel-based simulation of progressive collapse: Steel frame structures”
    submitted to J. of Structural Engineering, 2007.


  • Lombardo, F.T. and Main, J.A. “Automated extraction of wind data
    from archived ASOS weather reports.” Proc., ASCE Struct. Congress, 2006.


  • Lombardo, F.T., Main, J.A., and Simiu, E., “Automated extraction
    and classification of thunderstorm and non-thunderstorm wind data for
    extreme-value analysis,” Journal of Wind Engineering and Industrial
    Aerodynamics
    (in review, submitted July 2007).


  • Lombardo, T.F. and Simiu, E., “Probability distributions of
    extreme wind speeds in thunderstorm-prone regions,” Proc., 12th Int. Conf. on
    Wind Engineering
    , Cairns July 2007.


  • Main, J.A. (2007). “Interpolation procedures for database-assisted design.” Proc.,
    12th Int. Conf. on Wind Engineering
    , Cairns, July 2007.


  • Main, J.A. (2007). “Database-assisted design of low-rise buildings for wind loads:

    recent developments and comparisons with ASCE/SEI 7-05.” Proc., ASCE
    Structures Congress
    , May 16-19, 2007, Long Beach, California.


  • Sadek, F., El-Tawil, S., and Lew, H.S., “Robustness of Composite
    Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation,”
    submitted to Journal of Structural Engineering, ASCE, August 2007.


  • Simiu, E., “Relation between Saffir-Simpson hurricane scale winds
    and peak 3-s gust speeds over open terrain,” Journal of Structural
    Engineering,
    Tech. Note, 1043-1045, July 2007..


  • Simiu, E. (2007), “Generalized Pareto methods for wind extremes.
    Useful tool or mirage?,” Discussion, Journal of Wind Engineering and
    Industrial Aerodynamics
    133-136.


  • Simiu, E., “Peak Wind Load Comparison: Theoretical Estimates and
    ASCE 7,” Discussion, Journal of Structural Engineering, (in press, 2007).



     


    Fire Resistance


  • Bentz, D.P., and Prasad, K.R., “Thermal Performance of Fire
    Resistive Materials. I. Characterization with Respect to Thermal Performance
    Models,” NISTIR 7401,  Feb. 2007.


  • Do, C.T., Bentz, D.P., and Stutzman, P.E., “Microstructure and
    Thermal Conductivity of Hydrated Calcium Silicate Board Materials,” J. of
    Building Physics, 31
    (1), 55-67, 2007.


  • Duthinh, D. et al., “Recent Progress in Fire-Structure Analysis,”
    39th Meeting U.S./Japan Natural Resources Program, 2007.


  • Kodur, V.,  and L. Phan, “Factors governing the fire performance
    of high strength concrete systems, Proc. 4th international workshop:
    Structures in Fire, Aveiro, Portugal, May, 2006.


  • Manzello, S., R. Gann, S. Kukuck, K. Prasad, and W. Jones, "Fire
    Performance of Non-Load Bearing Steel Stud Gypsum Wall Board Assembly:
    Experiments and Modeling, Fire and Materials, 31:297-310, 2007


  • Manzello, S.L., Gann, R.G., Kukuck, S.R., Prasad, K., and Jones,
    W.W., “Fire performance of a Non-Load Bearing Glass Wall Assembly,” Fire
    Technology
    ,” 43:77-89 (2007).


  • Manzello, S.L., “Results of the NAFTL Furnace Proficiency
    Program,” ISO/TC92/SC2 Workshop, SP, Boras, Sweden, September, 10-14, 2007. 


  • Manzello, S.L., “Influence of Gypsum Board Type on Real Fire
    Performance of Partition Assemblies,” NIST-NRC Workshop on Characterization of
    Gypsum Wallboard at High Temperatures, NIST, Gaithersburg, MD September 26-27,
    2007.



  • Manzello, S.L., R.G. Gann, S.R. Kukuck, and D.B. Lenhert,
    Influence of Gypsum Board Type (X or C) on Real Fire Performance of Partition
    Assemblies, in press, Fire and Materials,  2007.



  • Phan, L.T., "Pore Pressure And
    Explosive Spalling In High Strength Concrete", ACI Material Journal, (in
    review, 2007)



  • Phan, L.T., "Spalling and Mechanical
    Properties of High Strength Concrete at High Temperature,"  Proc. 5th
    Int'l Conf. on Concrete Under Severe Conditions:  Environment and Loading
    (CONSEC’07), Tours, June 2007, pp.1595-1608, V2. (invited presentation).



  • Phan, L.T., "Performance of
    High-Strength Concrete at High Temperatures," ACI Spring Convention, Technical
    Session on Designing Concrete Structures for Fire Safety, Atlanta, April 2007
    (invited presentation).



  • Phan, L.T., "Fire Safety Design of
    Concrete Structures:  What are Needed?",  MSU/NSF Structural Fire safety
    Workshop, June 2007, East Lansing, Michigan (invited presentation).


  • Prasad, K., and Hamins, A., "Fire Induced Thermal and Structural
    Response of the World Trade Center Towers", Proc., 5th Joint Meeting of the
    Combustion Institute
    (2007)


  • White, C.C., Tan, K.T., and Hunston, D.R., “An Adhesion Test
    Method for Fire Resistive Materials”, Proceedings of the 30th meeting
    of the Society of Adhesion. February 2007.



  • Wickström, U., Duthinh D. and McGrattan, K., "Adiabatic Surface
    Temperature for Calculating Heat Transfer to Fire-Exposed Structures", Proc.,
    11th Int. Conf. Fire Science and Eng., Interflam
    (2007).


    Emergency Egress and Access



  • Averill, J., "Interaction of Building
    Occupants and Emergency Responders in Stairwells of a Six Story Building," NFPA
    World Safety Congress and Exposition, June 2006.



  • Averill, J. D., Peacock, R. D., and Kuligowski, E. D., Analysis of
    the Evacuation of the World Trade Center Towers on September 11, 2001,”
    submitted to Journal of Fire Protection Engineering, 2007.



  • Averill, J. D. and Song, W.  ”Accounting for Emergency Response in
    Building Evacuation: Modeling Differential Egress Capacity Solutions.”  NISTIR
    7425.  April 2007.



  • Bukowski, R.W., et al, Elevator Control,
    NFPA Journal, 100, 2, Nat Fire Prot Assn, Quincy, MA 42-57, March/April 2006



  • Bukowski, R.W., Alternatives: Elevators. AEI Symposium on
    High-Rise Building Egress Stairs, May 15, 2007, New York, NY, Extended Abstract



  • Bukowski, R.W., Emergency Egress Strategies for Buildings, Proc
    InterFlam ’07, Interscience Communications. London, 2007 (in press)



  • Fereira, M., Strege, M. Peacock, R. and Averill, J.  Smoke Control
    and Occupant Evacuation at the World Trade Center.  ASHRAE Transactions
    In Review (2007).



  • Gwynne, S. M. V., Kratchman, J., Kuligowski, E. D., and Milke, J.
    A., “Questioning the Linear Relationship Between Exit Width and Achievable Flow
    Rate,” Fire Safety Journal, in review 2007.



  • Lord, J., Meacham, B., Moore, A., Fahy, R., and Proulx, G., “Guide
    for Evaluating the Predictive Capabilities of Computer Egress Models.” NIST GCR
    06-886 (December 2005).



  • Peacock, R. D., Averill, J. D., and Kuligowski, E. D., “Egress
    from the World Trade Center Towers on September 11, 2001,” submitted for
    publication in Journal of Fire Protection Engineering (2007).


    Building Emergency Equipment
    Standards and Guidelines



  • Chapman, R.E., and Rushing, A.S., "Users Manual for Version 3.0 of
    the Cost-Effectiveness Tool for Capital Asset Protection," NISTIR, September
    2007.



  • Chapman, Robert E., and Thomas, Douglas S., "A Guide to Printed
    and Electronic Resources for Developing a Cost-Effective Risk Mitigation Plan
    for New and Existing Constructed Facilities," NISTIR 7390, March 2007.



  • Chapman, Robert E., and Rushing, Amy S., "Users Manual for Version
    2.0 of the Cost-Effectiveness Tool for Capital Asset Protection," NISTIR 7349,
    September 2006.



  • Grosshandler, W., editor, "Forum Workshop on Establishing the
    Scientific Foundation for Performance-Based Fire Codes: Proceedings," NIST SP
    1061, December, 2006.



  • Matthews, B., Sylvie, J. R., Lee, S. H., Thomas, S. R., Chapman,
    R. E., and Gibson, G. E., Jr., “Addressing Security in Early Stages of Project
    Life Cycle.” ASCE Journal of Management in Engineering, Vol. 22, No. 4,
    pp. 196-202.



  • Persily, A.K., Chapman, Robert E., Emmerich, Steven J., Dols, W.
    Stuart, Davis, Heather, Lavappa, Priya, and Rushing, Amy S., "Building Retrofits
    for Increased Protection Against Airborne Chemical and Biological Agents,"
    NISTIR 7379, March 2007.



  • Rainey, Michael S., and Thomas, Stephen R., Lessons Learned in
    the Implementation of Best Practices for Project Security
    , NIST GCR 06-896,
    July 2006.



  • Sylvie, J. R., Lee, S. H., Thomas, S. R., and Chapman, R. E.,
    “Development and Interpretation of the Security Rating Index.” ASCE Journal
    of Construction and Engineering Management
    (in review, 2007).



  • Treado, S., David Holmberg, Alan Vinh, Michael Galler, "Building
    Information for Emergency Responders," Submitted to the 2nd
    International Symposium on Knowledge Communication and Conferences (KCC 2007)



  • Walton, G.N., and Dols, W.S., "CONTAM 2.4b User Guide and Program
    Documentation," 2006.

    Related Projects

    - Analysis of Bio-Sampling Strategies using Multizone Modeling

    - Guidance on Building-Specific ChemBio Protection Strategies

    - Cost-Effectiveness Tool for Evaluating the Management of Multi-Hazard Risks

    - Wind Engineering and Multi-hazard Failure Analysis

    - Fire Resistive Materials for Structural Steel

    - Technologies and Advanced Building Airflow Models for CBR Protection

    - Experimental Investigation of the Performance of a Load Bearing Steel Stud Gypsum Board Wall Assembly Exposed to Real Fires

    - Implement WTC Recommendations

    - Prevention of Progressive Structural Collapse

    - Fire Resistance Design and Rehabilitation of Structures

    - Complex System Failure Analysis: A Computational Science Based Approach.

    - Charleston Furniture Fire Technical Study


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    Last updated: 1/15/2008