Holistic Approach to Resilience of Steel-Frame Construction in Fire
Publication: Practice Periodical on Structural Design and Construction
Volume 24, Issue 4
Abstract
Current governing codes and standards in the United States provide engineers with an option to design structures for the load effects caused by a fire. This process consists of calculating the required thickness of fire protection material on each structural member due to the actual performance of the structure in a fire event and considering the inherent fire resistance of the structure itself. Although this process may not be necessary for all building types and construction, for some buildings structural fire engineering can result in significant financial, environmental, and performance benefits for the building. The results of this study showed that for buildings with enhanced design objectives, implementing structural fire engineering can result in more economical structures that have an improved fire resistance, shorter schedule of construction, improved safety of the job site, and less global warming potential (GWP) due to the more efficient use of building materials during design.
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References
Agarwal, A., L. Choe, and A. H. Varma. 2014. “Fire design of steel columns: Effects of thermal gradients.” J. Constr. Steel Res. 93: 107–118. https://doi.org/10.1016/j.jcsr.2013.10.023.
Agarwal, A., and A. H. Varma. 2014. “Fire induced progressive collapse of steel building structures: The role of interior gravity columns.” Eng. Struct. 58: 129–140.
AISC. 2016. Specification for structural steel buildings. ANSI/AISC 360. Chicago: AISC.
ASCE. 2016. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7. Reston, VA: ASCE.
ASTM. 2018. Standard test methods for fire tests of building construction and materials. ASTM E119. West Conshohocken, PA: ASTM.
Athena Impact Estimator. 2018. Athena impact estimator for buildings. Ottawa: Athena Impact Estimator.
Buchanan, A., and A. K. Abu. 2017. Structural design for fire safety. New York: Wiley.
Cedeno, G., A. H. Varma, and A. Agarwal. 2009. “Behavior of floor systems under realistic fire loading.” In Proc., ASCE Structures Congress, 2026–2035. Reston, VA: ASCE.
CEN (European Committee for Standardization). 2002. Actions on structures. Part 1.2: General actions—Actions on structures exposed to fire. Eurocode 1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2004. Eurocode 2—Design of concrete structures—Part 1.2: General rules—Structural fire design. CEN ENV 1992-1-2. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Eurocode 3—Design of steel structures—Part 1.2: General rules-structural fire design. CEN ENV 1993-1-2. Brussels, Belgium: CEN.
Chana, P., and B. Price. 2003. “The Cardington fire tests.” Concrete 37 (1): 28–33.
Dharmapalan, V., J. A. Gambatese, J. Fradella, and A. Moghaddam Vahed. 2014. “Quantification and assessment of safety in the design of mulitstory buildings.” J. Constr. Eng. Manage. 141 (4): 04014090. https://doi.org/10.1061/(ASCE)CO.1943-7862.0000952.
FEMA. 2009. Quantification of building seismic performance factors. FEMA P-695. Washington DC: FEMA.
Fischer, E. C., and A. H. Varma. 2015. “Sustainability and structural fire engineering.” In Proc., 2015 Structures Congress. Reston, VA: ASCE.
Fischer, E. C., and A. H. Varma. 2017. “Fire resilience of composite beams with simple connections: Parametric studies and design.” J. Constr. Steel Res. 128: 119–135. https://doi.org/10.1016/j.jcsr.2016.08.004.
Fischer, E. C., A. H. Varma, and A. Agarwal. Forthcoming. “Performance-based structural fire engineering of steel building structures: Design-basis compartment fires.” J. Struct. Eng.
ICC (International Code Council). 2015. International building code (IBC). Washington DC: ICC.
LaMalva, K. 2018. Structural fire engineering. Reston, VA: ASCE.
Lennon, T., and D. Moore. 2003. “The natural fire safety concept: Full-scale tests at Cardington.” Fire Saf. J. 38 (7): 623–643.
Memari, M., and H. Mahmoud. 2014. “Performance of steel moment resisting frames with RBS connections under fire loading.” Eng. Struct. 75: 126–138.
Murray, T. M., D. E. Allen, E. E. Ungar, and D. B. Davis. 2016. Vibrations of steel-framed structural systems due to human activity. Design guide 11. Chicago: AISC.
NIST. 2008. Structural fire response and probable collapse sequence of the world trade centre building 7. Gaithersburg, MD: NIST.
Rodriguez-Nikl, T. 2015a. “Disaster resilience and sustainability.” Civ. Eng. Environ. Syst. 32 (1–2): 157–169. https://doi.org/10.1080/10286608.2015.1025386.
Rodriguez-Nikl, T. 2015b. “Linking disaster resilience and sustainability.” Civ. Eng. Environ. Syst. 32 (1–2): 157–169. https://doi.org/10.1080/10286608.2015.1025386.
Routley, J., C. Jennings, and M. Chubb. 1991. High-rise office building fire: One Meridian Plaza. Philadelphia: Federal Emergency Management Agency, U.S. Fire Administration, National Fire Data Center.
Ruddy, J. L., S. A., Ionnides, and F., Alfawakhiri. 2003. Fire resistance of structural steel framing. AISC Design Guide 19. Chicago: AISC.
Sarraj, M. 2007. “The behaviour of steel fin plate connections in fire.” Ph.D. thesis, Dept. of Civil and Structural Engineering, Univ. of Sheffield.
Selden, K. L. 2014. Structural behavior and design of composite beams subjected to fire. West Lafayette, IN: Purdue Univ.
SFPE (Society of Fire Protection Engineers). 2010. SFPE engineering standard on calculating fire exposures to structures. Gaithersburg, MD: SFPE.
Underwriters Laboratories. 2004. UL directory: Fire resistance directory. Northbrook, IL: Underwriters Laboratories.
Wang, Y. C. 2000. “An analysis of the global structural behaviour of the Cardington steel-framed building during the two BRE fire tests.” Eng. Struct. 22: 401–412.
Welsh-Huggins, S. J., and A. B. Liel. 2017. “A life-cycle framework for integrating green building and hazard-resistant design: Examining the seismic impacts of buildings with green roofs.” Struct. Infrstruct. Eng. 13 (1): 19–33.
Welsh-Huggins, S. J., and A. B. Liel. 2018. “Evaluating multiobjective outcomes for hazard resilience and sustainability from enhanced building seismic design decisions.” J. Struct. Eng. 144 (8): 04018108. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002001.
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©2019 American Society of Civil Engineers.
History
Received: Dec 27, 2018
Accepted: Apr 5, 2019
Published online: Jun 27, 2019
Published in print: Nov 1, 2019
Discussion open until: Nov 27, 2019
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