State-of-the-Art Reviews
Apr 25, 2023

Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps

Publication: Journal of Bridge Engineering
Volume 28, Issue 7

Abstract

This paper critically reviews the understanding of fire hazards in bridges. It starts with identifying dangerous fire scenarios based on previous accidents. Existing studies on the fire performance of bridges are then discussed according to different experimental and fire modeling approaches, with a specific emphasis on the structural configuration of bridges and adopted failure criteria. Next, fire resilience enhancement methods for bridges are analyzed and classified as risk-based mitigation approaches, postfire decision strategies, and fire prevention and protection measures. Finally, this paper highlights recent progress and proposes critical knowledge gaps and future research directions based on these findings.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and codes generated or used during the study appear in the published article.
The authors thank Professor Jean-Marc Franssen at the University of Liege and Zhengdong Cai at China Railway Bridge Science Research Institute, Ltd. for their information on fire-caused bridge failure cases. Comments from Professor Guobiao Lou and Associate Professor Shouchao Jiang at Tongji University are acknowledged. Dr. Yanwen Li and Yuanhao Zou at Kyoto University are also acknowledged for translating Japanese documents.

References

Abedi, M., and M. Z. Naser. 2021. “RAI: Rapid, autonomous and intelligent machine learning approach to identify fire-vulnerable bridges.” Appl. Soft Comput. 113: 107896. https://doi.org/10.1016/j.asoc.2021.107896.
Ahram. 2014. “One killed as section of bridge collapses in Cairo.” February 11, 2014.
Alipour, A. 2016. Post-extreme event damage assessment and response for highway bridges. Washington, DC: National Cooperative Highway Research Program.
Alos-Moya, J., I. Paya-Zaforteza, M. E. M. Garlock, E. Loma-Ossorio, D. Schiffner, and A. Hospitaler. 2014. “Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models.” Eng. Struct. 68 (2014): 96–110. https://doi.org/10.1016/j.engstruct.2014.02.022.
Alos-Moya, J., I. Paya-Zaforteza, A. Hospitaler, and E. Loma-Ossorio. 2019. “Valencia bridge fire tests: Validation of simplified and advanced numerical approaches to model bridge fire scenarios.” Adv. Eng. Software 128 (2019): 55–68. https://doi.org/10.1016/j.advengsoft.2018.11.003.
Alos-Moya, J., I. Paya-Zaforteza, A. Hospitaler, and P. Rinaudo. 2017. “Valencia bridge fire tests: Experimental study of a composite bridge under fire.” J. Constr. Steel Res. 138: 538–554. https://doi.org/10.1016/j.jcsr.2017.08.008.
Astaneh-Asl, A. 2013. Reconnaissance of collapsed MacArthur Maze elevated freeway and collection of perishable data. Berkeley, CA: Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley.
Astaneh-Asl, A., C. R. Noble, J. Son, A. P. Wemhoff, M. P. Thomas, and L. D. McMichael. 2009. “Fire protection of steel bridges and the case of the MacArthur Maze fire collapse.” In TCLEE 2009: Lifeline earthquake engineering in a multihazard environment, edited by A. K. K. Tang and S. Werner. Reston, VA: ASCE.
ASTM. 2016. Standard test methods for fire tests of building construction and materials. ASTM E119-16. West Conshohocken, PA: ASTM.
Atienza, J. M., and M. Elices. 2009. “Behavior of prestressing steels after a simulated fire: Fire-induced damages.” Constr. Build. Mater. 23 (8): 2932–2940. https://doi.org/10.1016/j.conbuildmat.2009.02.024.
Aziz, E., and V. Kodur. 2013. “An approach for evaluating the residual strength of fire exposed bridge girders.” J. Constr. Steel Res. 88: 34–42. https://doi.org/10.1016/j.jcsr.2013.04.007.
Aziz, E. M., V. K. Kodur, J. D. Glassman, and M. E. Moreyra Garlock. 2015. “Behavior of steel bridge girders under fire conditions.” J. Constr. Steel Res. 106: 11–22. https://doi.org/10.1016/j.jcsr.2014.12.001.
Babrauskas, V. 1983. “Estimating large pool fire burning rates.” Fire Technol. 19 (4): 251–261. https://doi.org/10.1007/BF02380810.
Bajwa, C. S., E. P. Easton, H. Adkins, J. Cuta, N. Klymyshyn, and S. Suffield. 2012. “The MacArthur Maze fire and roadway collapse: A ‘worst case scenario’ for spent nuclear fuel transportation?.” In Proc., ASME 2012 Pressure Vessels and Piping Conf. New York: ASME.
Beneberu, E., and N. Yazdani. 2018. “Performance of CFRP-strengthened concrete bridge girders under combined live load and hydrocarbon fire.” J. Bridge Eng. 23 (7): 04018042. https://doi.org/10.1061/(asce)be.1943-5592.0001244.
Beneberu, E., and N. Yazdani. 2019. “Residual strength of CFRP strengthened prestressed concrete bridge girders after hydrocarbon fire exposure.” Eng. Struct. 184: 1–14. https://doi.org/10.1016/j.engstruct.2019.01.057.
Bennetts, I., and K. Moinuddin. 2009. “Evaluation of the impact of potential fire scenarios on structural elements of a cable-stayed bridge.” J. Fire Prot. Eng. 19 (2): 85–106. https://doi.org/10.1177/1042391508095091.
Bernardi, P., E. Michelini, A. Sirico, S. Rainieri, and C. Corradi. 2020. “Simulation methodology for the assessment of the structural safety of concrete tunnel linings based on CFD fire—FE thermo-mechanical analysis: A case study.” Eng. Struct. 225: 111193. https://doi.org/10.1016/j.engstruct.2020.111193.
Bitsch, N., J. K. Tuxen, E. S. Larsen, T. Pedersen, and J. Boesen. 2014. “Fire on the new little belt bridge.” In Proc, 37th IABSE Symp., 2729–2736. Zürich, Switzerland: IABSE.
BSI (British Standard Institute). 2008. Fire tests on building materials and structures. Part 10. Guide to the principles, selection, role and application of fire testing and their outputs. BS 476-10:2009. London: BSI.
CEN (European Committee for Standardization). 2002. Actions on structures—Part 1-2: General actions on structures exposed to fire. Eurocode 1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2005. Design of steel structures—Part 1-2: General rules structural fire design. Eurocode 3. Brussels, Belgium: CEN.
CEREMA (Centre d’études et d’expertise sur les risques, l’environnement, la mobilité et l’aménagement). 2018. Résistance à l’incendie des ponts routiers. Bron, France: CEREMA.
Chen, C., J. Chen, X. Zhao, and C. Shi. 2018. “Experimental investigation on combustion characteristics of steel cable for cable-stayed bridge.” J. Therm. Anal. Calorim. 134 (3): 2317–2327. https://doi.org/10.1007/s10973-018-7689-6.
Chen, C., J. Chen, X. Zhao, and C. Shi. 2020. “The effect of inclination angle on fire behaviors of stay cable in an intercepted double-layer cable model.” J. Therm. Anal. Calorim. 140 (6): 2701–2710. https://doi.org/10.1007/s10973-019-09039-1.
Chi, J.-H., and P.-C. Peng. 2020. “Study of the structural safety assessment of steel bridge subjected in post-fire.” Constr. Build. Mater. 247: 118587. https://doi.org/10.1016/j.conbuildmat.2020.118587.
Choe, L., S. Ramesh, M. Hoehler, M. Seif, J. Gross, C. Zhang, and M. Bundy. 2018. National fire research laboratory commissioning project: Testing steel beams under localized fire exposure. Gaithersburg, MD: National Institute of Standards and Technology.
Choi, J., R. Haj-Ali, and H. S. Kim. 2012. “Integrated fire dynamic and thermomechanical modeling of a bridge under fire.” Struct. Eng. Mech. 42 (6): 815–829. https://doi.org/10.12989/sem.2012.42.6.815.
Cook, W., P. J. Barr, and M. W. Halling. 2013. “Bridge failure rate analysis.” In Proc., 92nd Annual Meeting on Transportation Research Board. Washington, DC: TRB Miscellaneous Publications.
Cui, C., A. Chen, and R. Ma. 2020. “Stability assessment of a suspension bridge considering the tanker fire nearby steel–pylon.” J. Constr. Steel Res. 172: 106186. https://doi.org/10.1016/j.jcsr.2020.106186.
Dai, L., Y. Liu, G. Liu, D. Yan, M. Yuan, and L. Wang. 2022. “Damage simulation and strengthening of main girder after the fire-induced fracture of stay cables during construction.” Structures 45: 448–458.
Davidson, M. 2012. Assessment of passive fire protection on steel-girder bridges. Bowling Green, KY: Western Kentucky Univ.
de Melo, M., R. Wheatley, N. Gibbin, M. Gonzalez-Quesada, and K. Harwood. 2014. “Assessment and repair of a fire-damaged pre-stressed concrete bridge.” Struct. Eng. Int. 24 (3): 408–413. https://doi.org/10.2749/101686614X13844300210272.
Dimia, M. S., M. Guenfoud, T. Gernay, and J.-M. Franssen. 2011. “Collapse of concrete columns during and after the cooling phase of a fire.” J. Fire. Prot. Eng. 21 (4): 245–263. https://doi.org/10.1177/1042391511423451.
Dissanayake, A. P., S. Setunge, S. Venkatesan, K. Moinuddin, and D. Sutherland. 2018. “Numerical assessment of composite bridges subjected to Wildland Urban Interface (WUI) fires.” In Maintenance, safety, risk, management and life-cycle performance of bridges, edited by N. Powers, D. Frangopol, R. Al-Mahaidi, and C. Caprani, 1247–1255. London: Taylor & Francis Group.
DNV (Det Norske Veritas). 2006. Quantitative risk assessment. Report for Castle Peak Power Company: Black Point and South Soko LNG Import Marine. Houston, TX: DNV GL.
Dotreppe, J.-C., S. Majkut, and J.-M. Franssen. 2005. “Failure of a tied-arch bridge submitted to a severe localized fire.” In IABSE Symp., 272–273. Zürich, Switzerland: IABSE.
Du, Y., Y. Sun, J. Jiang, and G.-Q. Li. 2019a. “Effect of cavity radiation on transient temperature distribution in steel cables under ISO834 fire.” Fire Saf. J. 104: 79–89. https://doi.org/10.1016/j.firesaf.2019.01.002.
Du, Y., Y. Zhu, J. Jiang, and G.-Q. Li. 2019b. “Transient temperature distribution in pre-tensioned anchors of cable-supported structures under ISO834 fire.” Thin-Walled Struct. 138: 231–242. https://doi.org/10.1016/j.tws.2019.02.017.
Echigo, S. 2015. “Guidelines for diagnosis and repair of steel bridges exposed to fire.” [In Japanese.] In Steel structures. Tokyo: Subcommittee on Techniques for Diagnosis and Repairt Method of Steel Bridge exposed to Fire, Committee on Steel Structures, Japan Society of Civil Engineers.
Eisel, H., N. Palm, W. Prehn, and G. Sedlacek. 2007. “Brandschaden und Instandsetzung der Wiehltalbrücke im Zuge der A4, Köln—Olpe.” Stahlbau 76 (2): 94–104. https://doi.org/10.1002/stab.200710011.
Felicetti, R. 2022. “Assessment of a fire-damaged concrete overpass: The Verona bus crash case study.” J. Struct. Fire Eng. 13 (3). 293–306. https://doi.org/10.1108/JSFE-06-2021-0039.
Fernando, A. B., P. M. Mendes, and L. M. C. Guerreiro. 2000. “Special studies for Vasco da Gama bridge.” J. Bridge Eng. 5 (3): 233–239. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:3(233).
FMCSA (Federal Motor Carrier Safety Administration). 2001. Comparative risks of hazardous materials and non-hazardous materials truck shipment accidents/incidents. Final Rep. Washington, DC: FMCSA.
Fontanari, V., M. Benedetti, B. D. Monelli, and F. Degasperi. 2015. “Fire behavior of steel wire ropes: Experimental investigation and numerical analysis.” Eng. Struct. 84: 340–349. https://doi.org/10.1016/j.engstruct.2014.12.004.
Franssen, J.-M., V. Kodur, and R. Zaharia. 2009. Designing steel structures for fire safety. Boca Raton, FL: CRC Press.
Garcia-Castillo, E., I. Paya-Zaforteza, and A. Hospitaler. 2021. “Analysis of the fire resistance of timber jack arch flooring systems used in historical buildings.” Eng. Struct. 243: 112679. https://doi.org/10.1016/j.engstruct.2021.112679.
Garlock, M., I. Paya-Zaforteza, V. Kodur, and L. Gu. 2012. “Fire hazard in bridges: Review, assessment and repair strategies.” Eng. Struct. 35: 89–98. https://doi.org/10.1016/j.engstruct.2011.11.002.
Garlock, M. E. M., and J. D. Glassman. 2014. “Elevated temperature evaluation of an existing steel web shear buckling analytical model.” J. Constr. Steel Res. 101: 395–406. https://doi.org/10.1016/j.jcsr.2014.05.021.
Gimsing, N. J., and C. T. Georgakis. 2012. Cable supported bridges: Concept and design. Hoboken, NJ: Wiley.
Giuliani, L., C. Crosti, and F. Gentili. 2012. Vulnerability of bridges to fire. London: Taylor & Francis Group.
Glassman, J. D., V. Boyce, and M. E. M. Garlock. 2019. “Effectiveness of stiffeners on steel plate shear buckling at ambient and elevated temperatures.” Eng. Struct. 181: 491–502. https://doi.org/10.1016/j.engstruct.2018.12.012.
Godart, B. F., J. Berthellemy, and J. P. Lucas. 2015. “Diagnosis, assessment and repair of the Mathilde bridge close to collapse during a fire.” Struct. Eng. Int. 25 (3): 331–338. https://doi.org/10.2749/101686615X14210663188691.
Gong, X. 2015. Behavior of bridges during fire. New York: City College of New York.
Gong, X., and A. K. Agrawal. 2015. “Numerical simulation of fire damage to a long-span truss bridge.” J. Bridge Eng. 20 (10): 04014109. https://doi.org/10.1061/(asce)be.1943-5592.0000707.
Gong, X., and A. K. Agrawal. 2016. “Safety of cable-supported bridges during fire hazards.” J. Bridge Eng. 21 (4): 04015082. https://doi.org/10.1061/(asce)be.1943-5592.0000870.
Guoqiang-Li, G. L., Y. Liu, W. Wang, and Y. Li. 2007. Fire resistance evaluation of Minpu bridge. [In Chinese.] Shanghai, China: Tongji Univ.
Gustaferro, A. H., and L. D. Martin. 1989. Design for fire resistance of precast prestressed concrete. Chicago: Prestressed Concrete Institute.
Harik, I. E., A. M. Shaaban, H. Gesund, G. Y. S. Valli, and S. T. Wang. 1990. “United States bridge failures, 1951–1988.” J. Perform. Constr. Facil 4 (4): 272–277. https://doi.org/10.1061/(ASCE)0887-3828(1990)4:4(272).
Heskestad, G. 1983. “Luminous heights of turbulent diffusion flames.” Fire Saf. J. 5 (2): 103–108. https://doi.org/10.1016/0379-7112(83)90002-4.
Heskestad, G., and T. Hamada. 1993. “Ceiling jets of strong fire plumes.” Fire Saf. J. 21 (1): 69–82. https://doi.org/10.1016/0379-7112(93)90005-B.
Hottel, H. C. 1958. “Certain laws governing diffusive burning of liquids by V. I. Blinov and G. N. Khudiakov.” Fire Res. Abstr. Rev. 1: 41–44.
Hu, J., R. Carvel, and A. Usmani. 2021. “Bridge fires in the 21st century: A literature review.” Fire Saf. J. 126: 103487. https://doi.org/10.1016/j.firesaf.2021.103487.
Hu, J., X. Dai, A. Usmani, and R. Carvel. 2018a. “Design fires for performance-based engineering of bridges.” In Proc., 10th Int. Conf. on Structures in Fire. Newtownabbey, CO: Ulster University.
Hu, J., A. Usmani, A. Sanad, and R. Carvel. 2018b. “Fire resistance of composite steel & concrete highway bridges.” J. Constr. Steel Res. 148: 707–719. https://doi.org/10.1016/j.jcsr.2018.06.021.
Hu, L. 2017. “A review of physics and correlations of pool fire behaviour in wind and future challenges.” Fire Saf. J. 91: 41–55. https://doi.org/10.1016/j.firesaf.2017.05.008.
Hurley, M. J. 2016. SFPE handbook of fire protection engineering. New York: Springer.
Imagawa, Y., O. Ohyama, and A. Kurita. 2009a. “Mechanical properties of stud in and after fire.” [In Japanese.] Doboku Gakkai Ronbunshuu A 65 (2): 384–394. https://doi.org/10.2208/jsceja.65.384.
Imagawa, Y., O. Ohyama, and A. Kurita. 2009b. “Design of fire protection for steel girder bridges.” In IABSE Symp. Bangkok 2009. Sustainable Infrastructure. Environment Friendly, Safe and Resource Efficient. Washington, DC: Transportation Research Board.
Imani, R., P. Ghisbain, J. Sideri, L. Balsamo, and A. Ashraft. 2017. “Performance-based assessment and mitigation of fire hazard for bridges.” In IABSE Symp., 3357–3364. Zürich, Switzerland: IABSE.
Inoue, M., Y. Takai, M. Yanagihara, M. Durmaz, and A. Kara. 2019. “Active protection system for main cable of suspension bridge against HGV or hazardous material fires.” In IABSE Symp. Zürich, Switzerland: IABSE.
ISO. 1999. Fire-resistance tests—Elements of building construction. Part 1: General requirements. ISO834-1. Geneva: ISO.
Jensen, J. L., N. Bitsch, and H. Narasimhan. 2018. Efficient fire hazard mitigation for suspension bridge cables. New York: Springer.
Joo, S., S. Kim, Y. Kim, and C. Park. 2017. “Fire risk evaluation of bridge underneath conditions based on field investigation.” Procedia Eng. 210: 582–587.
Khan, A. A., A. Usmani, and J. L. Torero. 2021a. “Evolution of fire models for estimating structural fire-resistance.” Fire Saf. J. 124: 103367. https://doi.org/10.1016/j.firesaf.2021.103367.
Khan, M. A., A. A. Khan, G. A. Anwar, and A. Usmani. 2021b. “Framework for fire risk assessment of bridges.” Structures 33: 523–532. https://doi.org/10.1016/j.istruc.2021.04.071.
Khan, M. A., A. A. Khan, R. Domada, and A. Usmani. 2021c. “Fire hazard assessment, performance evaluation, and fire resistance enhancement of bridges.” Structures 34: 4704–4714. https://doi.org/10.1016/j.istruc.2021.10.080.
Kim, M. O., K. Kim, J. H. Yun, and M. K. Kim. 2020. “Fire risk assessment of cable bridges for installation of firefighting facilities.” Fire Saf. J. 115: 103146. https://doi.org/10.1016/j.firesaf.2020.103146.
Kim, W., C. Jeoung, H. Gil, I. Lee, S.-H. Yun, and D. Y. Moon. 2016. “Fire risk assessment for highway bridges in South Korea.” Transp. Res. Rec. 2551 (1): 137–145. https://doi.org/10.3141/2551-16.
Kodur, V., E. Aziz, and M. Dwaikat. 2013. “Evaluating fire resistance of steel girders in bridges.” J. Bridge Eng. 18 (7): 633–643. https://doi.org/10.1061/(asce)be.1943-5592.0000412.
Kodur, V., and A. Gil. 2022. “Fire hazard in concrete bridges: Review, assessment and mitigation strategies.” Struct. Infrastruct. Eng. https://doi.org/10.1080/15732479.2022.2152465.
Kodur, V. K., E. M. Aziz, and M. Z. Naser. 2017. “Strategies for enhancing fire performance of steel bridges.” Eng. Struct. 131: 446–458. https://doi.org/10.1016/j.engstruct.2016.10.040.
Kodur, V. K., and M. Z. Naser. 2021. “Classifying bridges for the risk of fire hazard via competitive machine learning.” Adv. Bridge Eng. 2 (1): 1–12. https://doi.org/10.1186/s43251-020-00027-2.
Kodur, V. K. R., and M. Z. Naser. 2013. “Importance factor for design of bridges against fire hazard.” Eng. Struct. 54: 207–220. https://doi.org/10.1016/j.engstruct.2013.03.048.
Kotsovinos, P., A. Atalioti, N. McSwiney, F. Lugaresi, G. Rein, and A. J. Sadowski. 2020a. “Analysis of the thermomechanical response of structural cables subject to fire.” Fire Technol. 56 (2): 515–543. https://doi.org/10.1007/s10694-019-00889-7.
Kotsovinos, P., G. Flint, G. Walker, and B. Lane. 2016. “Qualitative assessment of the fire hazard beneath bridges.” In Proc., 14th Int. Conf. and Exhibition on Fire Science and Engineering. Egham, UK: Royal Holloway College.
Kotsovinos, P., R. Judge, G. Walker, and P. Woodburn. 2020b. “Fire performance of structural cables: Current understanding, knowledge gaps, and proposed research agenda.” J. Struct. Eng. 146 (8): 03120002. https://doi.org/10.1061/(asce)st.1943-541x.0002703.
Kotsovinos, P., E. Rackauskaite, R. Judge, G. Flint, and P. Woodburn. 2020c. “The behaviour of bridge decks due to fire induced thermal expansion of protected stays cables.” In Proc., 11th Int. Conf. on Structures in Fire. Brisbane, Australia: The University of Queensland.
Kragh, E., H. Narasimhan, and J. L. Jensen. 2020. “Fire protection of bridge cables.” Struct. Eng. Int. 30 (4): 530–533. https://doi.org/10.1080/10168664.2020.1716653.
Lam, C. S., and E. J. Weckman. 2015a. “Wind-blown pool fire, part I: Experimental characterization of the thermal field.” Fire Saf. J. 75: 1–13. https://doi.org/10.1016/j.firesaf.2015.04.009.
Lam, C. S., and E. J. Weckman. 2015b. “Wind-blown pool fire, part II: Comparison of measured flame geometry with semi-empirical correlations.” Fire Saf. J. 78: 130–141. https://doi.org/10.1016/j.firesaf.2015.08.004.
Lee, G. C., S. B. Mohan, C. Huang, and B. N. Fard. 2013. A study of U.S. bridge failures (1980–2012). Technical Rep. MCEER-13-0008. Buffalo, NY: Earthquake Engineering to Extreme Events.
Lee, J., K. Choi, J. Yoon, and C.-H. Chung. 2022. “Numerical analysis-based structural behavior assessment of a cable-stayed bridge under tanker fire.” Struct. Infrastruct. Eng. https://doi.org/10.1080/15732479.2022.2053553.
Li, G., G. Lou, Y. Liu, W. Wang, and Y. Li. 2007. Fire resistance evaluation of Minpu Bridge. [In Chinese]. Shanghai: Tongji University.
Li, G., Y. Xu, and A. Usmani. 2016. “Study on structures responses of steel–concrete composite highway bridge under fuel tanker fire.” [In Chinese.] J. Disaster Prev. Mitigation Eng. 36 (3): 444–452.
Li, X., G. Zhang, V. Kodur, S. He, and Q. Huang. 2021. “Designing method for fire safety of steel box bridge girders.” Steel Compos. Struct. 38 (6): 657–670.
Liu, X., C. Yu, W. Quan, and L. Chen. 2019. “Inspection, materials testing and field testing of a prestressed concrete box bridge after fire exposure.” Fire Saf. J. 108: 102852. https://doi.org/10.1016/j.firesaf.2019.102852.
Liu, X., L. Zhang, S. Guo, and E. Zhang. 2017a. “Experimental research on fireproof performance of coating for bridge steel tower.” J. Nanjing Tech. Univ. (Nat. Sci. Ed.) 39 (6): 143–148.
Liu, Y., G. Lou, X. Ju, and X. Liu. 2017b. “Safety evaluation of a large-span double-deck cable-stayed steel bridge under fire.” In Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks, edited by T. N. Bittencourt, D. Frangopol, and A. Beck, 4283–4292. London: CRC Press.
Liu, Z. 2021. Investigation of fire response for steel bridges using coupled CFD–FEM method. Nanjing, China: Southeast Univ.
Liu, Z., Q. Huang, Y. Shan, J. Chen, H. Cao, and Z. Yu. 2020. “Quantifying high temperature–induced breakage instant of prestressing high-strength steel wire.” J. Mater. Civ. Eng. 32 (7): 04020189. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003262.
Liu, Z., Q. Huang, and C. Xu. 2022. “Performance of simply-supported steel bridge in realistic fires.” In IABSE Congress, 1865–1872. Zürich, Switzerland: IABSE.
Liu, Z., H. Narasimhan, P. Kotsovinos, G.-Q. Li, E. Kragh, and P. Woodburn. 2023. “Enhancing fire resilience of cable-supported bridges: Current knowledge and research gaps.” Struct. Eng. Int. 1–10. https://doi.org/10.1080/10168664.2022.2164756
Liu, Z., J. C. G. Silva, Q. Huang, Y. Hasemi, Y. Huang, and Z. Guo. 2021. “Coupled CFD–FEM simulation methodology for fire-exposed bridges.” J. Bridge Eng. 26 (10): 04021074. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001770.
Lu, J., H. Liu, and Z. Chen. 2017. “Post-fire mechanical properties of low-relaxation hot-dip galvanized prestressed steel wires.” J. Constr. Steel Res. 136: 110–127. https://doi.org/10.1016/j.jcsr.2017.05.012.
Lugaresi, F. 2017. “Thermal response of structural spiral strands subject to fire.” B.Eng. thesis, Dept. of Civil and Environmental Engineering, Univ. of Edingburgh.
Ma, R., C. Cui, M. Ma, and A. Chen. 2019. “Performance-based design of bridge structures under vehicle-induced fire accidents: Basic framework and a case study.” Eng. Struct. 197: 109390. https://doi.org/10.1016/j.engstruct.2019.109390.
Ma, R., C. Cui, M. Ma, and A. Chen. 2021. “Numerical simulation and simplified model of vehicle-induced bridge deck fire in the full-open environment considering wind effect.” Struct. Infrastruct. Eng. 17 (12): 1698–1709. https://doi.org/10.1080/15732479.2020.1832535.
MAIB (Marine Accident Investigation Branch). 2021. Report on the investigation of the cargo tank explosion and fire on board the chemical tanker Stolt Groenland Ulsan, Republic of Korea. Southampton, UK: MAIB, Maritime Authority of the Cayman Islands.
Main, J. A., and W. E. Luecke. 2010. Safety assessment of parallel wire suspension bridge cables under thermal effects. NIST Technical Note. Gaithersburg, MD: National Institute of Standards and Technology.
Mala, S., E. Beneberu, and N. Yazdani. 2019. “Hydrocarbon fire performance of reinforced elastomeric bridge bearing pads.” J. Perform. Constr. Facil 33 (4): 59–65. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001301.
Manco, M. R., M. A. Vaz, J. C. R. Cyrino, and A. Landesmann. 2021. “Thermomechanical performance of offshore topside steel structure exposed to localised fire conditions.” Mar. Struct. 76: 102924. https://doi.org/10.1016/j.marstruc.2020.102924.
Martin, A. 2005. “The Metsovitikos bridge—Designing a suspension bridge for the consequences of hazards.” Struct. Eng. 83 (15): 17–20.
McGrattan, K., S. Hostikka, J. Floyd, R. McDermott, and M. Vanella. 2022a. Fire dynamics simulator user’s guide. NIST Special Publication 1019. Gaithersburg, MD: National Institute of Standards and Technology.
McGrattan, K., S. Hostikka, J. Floyd, R. McDermott, and M. Vanella. 2022b. Fire dynamics simulator technical reference guide volume 1: Mathematical model. NIST Special Publication 1018. Gaithersburg, MD: National Institute of Standards and Technology.
Mendes, P. A., J. C. Valente, and F. A. Branco. 2000. “Simulation of ship fire under Vasco da Gama Bridge.” ACI Struct. J. 97 (2): 285–290.
Montoya, A., H. Waisman, and R. Betti. 2012. “A simplified contact-friction methodology for modeling wire breaks in parallel wire strands.” Comput. Struct. 100–101: 39–53. https://doi.org/10.1016/j.compstruc.2012.03.003.
Moya, J. A., F. S. Marco-Espinosa, I. Paya-Zaforteza, and G. P. Sayol. 2016. “Analysis of several strategies for the monitoring of bridges under fire.” In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zürich, Switzerland: IABSE.
Mudan, K. S. 1984. “Thermal radiation hazards from hydrocarbon pool fires.” Prog. Energy Combust. Sci. 10 (1): 59–80. https://doi.org/10.1016/0360-1285(84)90119-9.
Mueller, K., S. Marjanishvili, and S. Quiel. 2016. “Resilient bridge design framework to extreme fire loading.” In Proc., 9th Int. Conf. on Structures in Fire, 751–758. Lancaster, PA: DEStech Publications, Inc.
Murakoshi, J., and M. Sawada. 2011. Study on evaluation of bridge damaged by fire. [In Japanese.] Tsukuba, Japan: Bridge and Structural Technology Research Group.
Narasimhan, H., L. Giuliani, G. Jomaas, and J. L. Jensen. 2019. “Fire risks in suspension bridges.” ce/papers 3 (3–4): 659–664. https://doi.org/10.1002/cepa.1117.
Nariman, N. A. 2018. “Thermal fluid–structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed to fire.” Front. Struct. Civ. Eng. 12 (4): 609–628. https://doi.org/10.1007/s11709-018-0452-z.
Naser, M. Z., and V. K. R. Kodur. 2015. “A probabilistic assessment for classification of bridges against fire hazard.” Fire Saf. J. 76: 65–73. https://doi.org/10.1016/j.firesaf.2015.06.001.
National Transport Science and Technology Agency. 2017. Final report on development of fire risk analysis technology and response system for bridges on national roads. [In Korea.] Seoul, South Korea: Kangwon National University Samcheok Industry-University Cooperation Foundation, ATMAX Co., Ltd., and Korea University Industry-University Cooperation Foundation.
Nawrocki, A., and M. Labrosse. 2000. “A finite element model for simple straight wire rope strands.” Comput. Struct. 77: 345–359.
Neves, I. C., J. P. C. Rodrigues, and A. de Padua Loureiro. 1996. “Mechanical properties of reinforcing and prestressing steels after heating.” J. Mater. Civ. Eng. 8 (4): 189–194. https://doi.org/10.1061/(ASCE)0899-1561(1996)8:4(189).
NFPA (National Fire Protection Association). 2011. Standard for road tunnels, bridges, and other limited access highways. Quincy, MA: NFPA.
Nicoletta, B., J. Gales, P. Kotsovinos, and B. Weckman. 2022. “Experimental thermal performance of unloaded spiral strand and locked coil cables subject to pool fires.” Struct. Eng. Int. 32 (3): 392–410. https://doi.org/10.1080/10168664.2021.1881943.
Nicoletta, B., P. Kotsovinos, and J. Gales. 2020a. “Review of the fire risk, hazard, and thermomechanical response of bridges in fire.” Can. J. Civ. Eng. 47 (4): 363–381. https://doi.org/10.1139/cjce-2018-0767.
Nicoletta, B., S. Watson, B. Chorlton, J. Gales, and P. Kotsovinos. 2020b. “Experimental study of unloaded structural steel stay-cables under fire exposure.” In Proc., 11th Int. Conf. on Structures in Fire. Brisbane, Australia: Univ. of Queensland.
Noble, C. R., A. P. Wemhoff, and L. D. McMichael. 2008. “Thermal-structural analysis of the MacArthur Maze freeway collapse.” In ASME 2008 Summer Heat Transfer Conf. Livermore, CA: Lawrence Livermore National Laboratory.
Ono, K., and Y. Kitane. 2020. “Analytical study on maximum temperature estimation for steel bridge subjected to a fire.” J. Jpn. Soc. Civ. Eng. 76 (1): 163–173.
Payá-Zaforteza, I., and M. E. M. Garlock. 2012. “A numerical investigation on the fire response of a steel girder bridge.” J. Constr. Steel Res. 75: 93–103. https://doi.org/10.1016/j.jcsr.2012.03.012.
Peris-Sayol, G., I. Payá-Zaforteza, and J. Alós-Moya. 2014. “Analysis of the response of a steel girder bridge to different tanker fires depending on its structural boundary conditions.” In Proc., 8th Int. Conf. on Structures in Fire, 1–18. Shanghai, China: Tongji University Press.
Peris-Sayol, G., I. Paya-Zaforteza, J. Alos-Moya, and A. Hospitaler. 2015. “Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios.” Comput. Struct. 158: 333–345. https://doi.org/10.1016/j.compstruc.2015.06.003.
Peris-Sayol, G., I. Paya-Zaforteza, S. Balasch-Parisi, and J. Alós-Moya. 2017. “Detailed analysis of the causes of bridge fires and their associated damage levels.” J. Perform. Constr. Facil. 31 (3): 04016108. https://doi.org/10.1061/(asce)cf.1943-5509.0000977.
Petrini, F., K. Gkoumas, C. Rossi, and F. Bontempi. 2020. “Multi-hazard assessment of bridges in case of hazard chain: State of play and application to vehicle–pier collision followed by fire.” J. Front. Built Environ. 6: 154.
Quiel, S., T. Yokoyama, K. Mueller, L. Bregman, and S. Marjanishvili. 2015a. “Mitigating the effects of a tanker truck fire on a cable-stayed bridge.” In Proc., Int. Conf. on Performance-Based and Life-Cycle Structural Engineering. Brisbane, Australia: The University of Queensland.
Quiel, S., T. Yokoyama, L. Starek, and S. Marjanishvili. 2014. “Calculating the response of bridges to a vehicle-based hydrocarbon fire: Simplified methodology and case study.” In Proc., 8th Int. Conf. on Structures in Fire, 1103–1110. Shanghai: Tongji University Press.
Quiel, S., and Z. Zhu. 2019. Numerical evaluation of a sample steel girder bridge for a construction trailer fire underneath. National Center for Engineering Research on Advanced Technology for Large Structural Systems. Bethlehem, PA: Leigh Univ.
Quiel, S. E., T. Yokoyama, L. S. Bregman, K. A. Mueller, and S. M. Marjanishvili. 2015b. “A streamlined framework for calculating the response of steel-supported bridges to open-air tanker truck fires.” Fire Saf. J. 73: 63–75. https://doi.org/10.1016/j.firesaf.2015.03.004.
Rackauskaite, E., P. Kotsovinos, and G. Rein. 2017. “Model parameter sensitivity and benchmarking of the explicit dynamic solver of LS-DYNA for structural analysis in case of fire.” Fire Saf. J. 90: 123–138. https://doi.org/10.1016/j.firesaf.2017.03.002.
Robinson, J., A. Brügger, and R. Betti. 2021. “Experimental investigation of the high-temperature performance of high-strength steel suspension bridge wire.” J. Bridge Eng. 26 (7): 04021034. https://doi.org/10.1061/(asce)be.1943-5592.0001721.
Robinson, J., A. Brugger, M. Sloane, and R. Betti. 2022. “Experimental–numerical determination of the effective bulk thermal conductivity of suspension bridge main cables.” J. Bridge Eng. 27 (12): 04022120. https://doi.org/10.1061/(asce)be.1943-5592.0001973.
Saglik, H., A. Chen, and R. Ma. 2022. “Performance of bolted splice connection in I-girder composite bridges under tanker fire.” J. Constr. Steel Res. 199: 107590. https://doi.org/10.1016/j.jcsr.2022.107590.
Scheer, J. 2010. Failed bridges: Case studies, causes and consequences. Berlin: Ernst & Sohn.
Shokri, M., and C. L. Beyler. 1989. “Radiation from large pool fires.” J. Fire. Prot. Eng. 1 (4): 141–149. https://doi.org/10.1177/104239158900100404.
Silva, J. C. G., A. Landesmann, and F. L. B. Ribeiro. 2016. “Fire-thermomechanical interface model for performance-based analysis of structures exposed to fire.” Fire Saf. J. 83: 66–78. https://doi.org/10.1016/j.firesaf.2016.04.007.
Sloane, M. J. D. 2017. Fire effects on suspension bridge main cables: Methods for determining both temperature and strain distributions within an exposed cable. New York: Columbia Univ.
Sloane, M. J. D., and R. Betti. 2019. “Heat transfer on a disk: A closed-form solution for suspension bridge’s main cables exposed to fire.” J. Eng. Mech. 145 (3): 04019004. https://doi.org/10.1061/(ASCE).
Song, C., G. Zhang, W. Hou, and S. He. 2020. “Performance of prestressed concrete box bridge girders under hydrocarbon fire exposure.” Adv. Struct. Eng. 23 (8): 1521–1533. https://doi.org/10.1177/1369433219898102.
Song, C., G. Zhang, V. Kodur, Y. Zhang, and S. He. 2021a. “Fire response of horizontally curved continuous composite bridge girders.” J. Constr. Steel Res. 182: 106671. https://doi.org/10.1016/j.jcsr.2021.106671.
Song, C., G. Zhang, X. Li, and V. Kodur. 2021b. “Experimental and numerical study on failure mechanism of steel–concrete composite bridge girders under fuel fire exposure.” Eng. Struct. 247: 113230. https://doi.org/10.1016/j.engstruct.2021.113230.
Stoddard, R. 2004. “Inspection and repair of a fire damaged prestressed girder bridge.” In Proc., Int. Bridge Conf., 1–26. Pittsburgh: IBC.
Takahashi, Y., Y. Imagawa, and O. Ohyama. 2021. “Mechanical properties of steel–concrete composite girder subjected to thermal history due to fire.” Ce/Papers 4 (2–4): 1361–1366. https://doi.org/10.1002/cepa.1432.
Takehara, K., Y. Imagawa, O. Ohyama, and A. Kurita. 2009. “An actual test and FE analysis of a steel and concrete composite girder bridge exposed to fire.” Steel Constr. Des. Res. 2 (2): 72–77. https://doi.org/10.1002/stco.200910010.
Thomas, P. H. 1963. “The size of flames from natural fires.” Symp. (Int.) Combust. 9 (1): 844–859. https://doi.org/10.1016/S0082-0784(63)80091-0.
Timilsina, S., N. Yazdani, and E. Beneberu. 2021. “Post-fire analysis and numerical modeling of a fire-damaged concrete bridge.” Eng. Struct. 244: 112764. https://doi.org/10.1016/j.engstruct.2021.112764.
Tolstrup, J., L. Giuliania, H. Narasimhan, J. L. Jensen, and G. Jomaas. 2019. “Experimental study of epoxy coatings for fire protection of bridge cables.” Ce/Papers 3 (3–4): 653–658.
Tonicello, E., S. Desanghere, O. Vassart, and J.-M. Franssen. 2012. “Fire analysis of a new steel bridge.” In Proc., 7th Int. Conf. on Structures, 815–822. Zurich, Switzerland: ETH Zurich.
Usmani, A., Y. Jiang, L. Jiang, and S. Welch. 2012. “Adapting OpenSees to simulate bridge structures in fire.” In Proc., 6th Int. Conf. on Bridge Maintenance, Safety, Management, 1580–1584. London: Taylor & Francis.
Wakamatsu, T., Y. Hasemi, Y. Yokobayashi, and A. V. Ptchelintsev. 1996. “Experimental study on the heating mechanism of a steel beam under ceiling exposed to a localized fire.” In Proc., 7th Int. Interflam Conf., edited by C. A. Franks and S. J. Grayson, 509–518. London: Interscience Communications.
Wardhana, K., and F. C. Hadipriono. 2003. “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil 17 (3): 144–150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144).
Wegrzynski, W., and T. Lipecki. 2018. “Wind and fire coupled modelling—Part I: Literature review.” Fire Technol. 54 (5): 1405–1442. https://doi.org/10.1007/s10694-018-0748-5.
Welch, S., S. Miles, S. Kumar, T. Lemaire, and A. Chan. 2008. “FIRESTRUC—Integrating advanced three-dimensional modelling methodologies for predicting thermo-mechanical behaviour of steel and composite structures subjected to natural fires.” Fire Saf. Sci. 9: 1315–1326. https://doi.org/10.3801/IAFSS.FSS.9-1315.
Wickström, U., D. Duthinh, and K. B. McGrattan. 2007. Adiabatic surface temperature for calculating heat transfer to fire exposed structures. Gaithersburg, MD: National Institute of Standards and Technology.
Wickström, U., R. Jansson, and H. Tuovinen. 2009. Validation fire tests on using the adiabatic surface temperature for predicting heat transfer. Borås, Sweden: SP Technical Research Institute of Sweden.
Wickström, U., A. Robbins, and G. Baker. 2011. “The use of adiabatic surface temperature to design structures for fire exposure.” J. Struct. Fire Eng. 2 (1): 21–28. https://doi.org/10.1260/2040-2317.2.1.21.
Woodworth, M., E. Hansen, C. McArthur, and N. Abboud. 2015. “Protection of cable-stay bridges from accidental and man-made fire hazards: A rational physics-based approach to analyzing vulnerabilities and mitigations.” In Structures Congress, edited by N. Ingraffea and M. Libby. Reston, VA: ASCE.
Wright, W., B. Lattimer, M. Woodworth, M. Nahid, and E. Sotelino. 2013. Highway bridge fire hazard assessment. Draft Final Rep. Washington, DC: NCHRP.
Wu, X., T. Huang, F. T. K. Au, and J. Li. 2020a. “Posttensioned concrete bridge beams exposed to hydrocarbon fire.” J. Struct. Eng. 146 (10): 04020210. https://doi.org/10.1061/(asce)st.1943-541x.0002791.
Wu, X., T. Huang, F. T. K. Au, and J. Li. 2020b. “A localized fire model for predicting the surface temperature of box girder bridges subjected to tanker truck fire.” Fire Technol. 56 (5): 2059–2087. https://doi.org/10.1007/s10694-020-00966-2.
Yanagisawa, N., S. Echigo, O. Ohyama, and A. Kurita. 2012. “Fire protection panel for bridges.” In Proc., on Int. Association for Bridge and Structural Engineering, 1484–1491. Zürich, Switzerland: IABSE.
Yanagisawa, N., Y. Imagawa, O. Ohyama, M. Rutner, and A. Kurita. 2017. “Fire safety of bridges—Methodology supporting design and forensic evaluation.” Steel Constr. 10 (1): 2–9. https://doi.org/10.1002/stco.201710002.
Yanagisawa, N., O. Ohyama, and A. Kurita. 2015. “A study on interaction curves for ultimate load carrying capacity of steel composite girder in case of fire.” [In Japanese.] J. Jpn. Soc. Civ. Eng. Ser. A1 71 (2): 255–266.
Yuan, A., T. Yang, Y. Xia, L. Qian, L. Dong, and X. Jin. 2022. “Replacement of the fire-damaged long suspenders of the Runyang Suspension Bridge.” Struct. Eng. Int. 32 (4): 484–490. https://doi.org/10.1080/10168664.2021.1913781.
Yumiko, T., H. Hideaki, I. Yasuhiro, and O. Osamu. 2016. Safety evaluation of bridges under fire. [In Japanese.] Aichi, Japan: Aichi Institute of Technology.
Yun, S.-H., and J.-S. Jeon. 2018. “Post-fire damage assessment of Korean bridges using thermal–structure interaction fire analysis.” Mag. Concr. Res. 70 (18): 938–953. https://doi.org/10.1680/jmacr.17.00208.
Yusuke, T., I. Yusuke, and O. Osamu. 2020. “Mechanical properties of steel–concrete composite girder during fire.” [In Japanese.] Struct. Eng. Papers 66A (3): 821–832.
Zaharia, R., I. Both, D. Duma, and D. Dubina. 2021. “Fire protection assessment for the steel beams of a road bridge.” Proc. Inst. Civ. Eng. Struct. Build. 174 (9): 765–772. https://doi.org/10.1680/jstbu.20.00082.
Zhang, G., V. Kodur, C. Song, S. He, and Q. Huang. 2020a. “A numerical model for evaluating fire performance of composite box bridge girders.” J. Constr. Steel Res. 165: 105823. https://doi.org/10.1016/j.jcsr.2019.105823.
Zhang, G., V. Kodur, J. Xie, S. He, and W. Hou. 2017. “Behavior of prestressed concrete box bridge girders under hydrocarbon fire condition.” Procedia Eng. 210: 449–455. https://doi.org/10.1016/j.proeng.2017.11.100.
Zhang, G., C. Song, X. Li, S. He, and Q. Huang. 2021. “Fire performance of continuous steel–concrete composite bridge girders.” KSCE J. Civ. Eng. 25 (3): 973–984. https://doi.org/10.1007/s12205-021-0985-x.
Zhang, Y., Z. Fang, R. Jiang, Y. Xiang, H. Long, and J. Lu. 2020b. “Static performance of a long-span concrete cable-stayed bridge subjected to multiple-cable loss during construction.” J. Bridge Eng. 25 (3): 159–171. https://doi.org/10.1061/(asce)be.1943-5592.0001529.
Zhang, Z., T. Guo, Z. Liu, and S. Wang. 2022. “Test and analysis of postfire fatigue performance of steel wires and cables.” J. Bridge Eng. 27 (10). 04022096. https://doi.org/10.1061/(asce)be.1943-5592.0001938.
Zhu, Z. 2020. Performance-based assessment of steel girder bridges for open-air fire hazards. Ann Arbor, MI: Lehigh Univ.
Zobel, H., W. Karwowski, M. Wróbel, and P. Mossakowski. 2016. “Łazienkowski bridge fire in Warsaw—Structural damage and restoration method.” Arch. Civ. Eng. 62 (4): 171–186. https://doi.org/10.1515/ace-2015-0104.
Zoli, T. P., and J. Steinhouse. 2007. “Some considerations in the design of long span bridges against progressive collapse.” Accessed June 30, 2010. http://www.pwri.go.jp/eng/ujnr/tc/g/pdf/23/23-2-3zoli.pdf.
Zou, Q., K. Pool, and S. Chen. 2020. “Performance of suspension bridge hangers exposed to hazardous material fires considering wind effects.” Adv. Bridge Eng. 1: 2. https://doi.org/10.1186/s43251-020-00004-9.
Zou, Y., L. Qin, L. Sun, R. Pang, and L. Chen. 2023. “Fire and blast protection for multi-strand stay cables of Rod El Farag axis bridge.” Struct. Eng. Int. 33 (1): 179–182. https://doi.org/10.1080/10168664.2021.2024783.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 7July 2023

History

Received: Apr 15, 2022
Accepted: Jan 16, 2023
Published online: Apr 25, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 25, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Postdoctoral fellow, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. ORCID: https://orcid.org/0000-0001-8518-3894.
Guo-Qiang Li [email protected]
Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). Email: [email protected]
Ignacio Paya-Zaforteza
Professor, Icitech, Universitat Politécnica de Valencia, Camino de Vera s/n, Valencia 46023, Spain.
C. S. Cai, F.ASCE
Professor, Dept. of Bridge Engineering, School of Transportation, Southeast University, Nanjing 211189, China; formerly, Professor, Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, LA 70803.
Qiao Huang
Professor, Dept. of Bridge & Tunnel Engineering, Southeast Univ., Sipailou 2#, Nanjing 210096, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share