Technical Papers
Jan 9, 2015

State-of-the-Art Review on the Causes and Mechanisms of Bridge Collapse

Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 2

Abstract

This paper is intended to review the main causes and mechanisms of bridge collapse. The common factors resulting in bridge collapse are first reviewed. These factors are classified into two broad categories, namely, natural factors (including flood, scour, earthquake, landslide, debris flow, hurricane, typhoon, wind, etc.) and human factors (including imperfect design and construction method, collision, vehicle overloading, fire, terrorist attack, lack of inspection and maintenance, etc.). Then the collapse modes of a few major types of bridges are reviewed and some relevant measures adopted in the current practices are discussed. It is hoped that this paper will provide a concise but comprehensive summary of information needed by researchers and engineers to understand the collapse mechanisms of the major bridge types and how the current practices deal with these issues. Meanwhile, much effort is made to identify future research needed to better understand this topic and to find better solutions to address the existing issues.

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Acknowledgments

The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Grant No. 51208189) and Excellent Youth Foundation of Hunan Scientific Committee (Grant No. 14JJ1014).

References

AASHTO. (2012). AASHTO LRFD bridge design specifications, 6th Ed., Washington, DC.
Abdelhamid, T. S., and Everett, J. G. (2000). “Identifying root causes of construction accidents.” J. Constr. Eng. Manage., 52–60.
Astaneh-Asl, A. (2008). “Progressive collapse of steel truss bridges, the case of I-35 W collapse.” Proc., 7th Int. Conf. on Steel Bridges, European Convention for Constructional Steelwork (ECCS), Europe, 1–10.
Astaneh-Asl, A., Noble, C., Son, J., Wemhoff, A., Thomas, M., and McMichael, L. (2009). “Fire protection of steel bridges and the case of the MacArthur maze fire collapse.” Proc., ASCE Technical Council on Lifeline Earthquake Engineering Conf., ASCE, Reston, VA, 1–12.
Ataei, N., and Padgett, J. E. (2013). “Probabilistic modeling of bridge deck unseating during hurricane events.” J. Bridge Eng., 275–286.
Azizinamini, A. (2002). “Full scale testing of old steel truss bridge.” J. Constr. Steel Res., 58(5–8), 843–858.
Baggio, C., and Trovalusci, P. (1998). “Limit analysis for no-tension and frictional three-dimensional discrete systems.” J. Struct. Mech., 26(3), 287–304.
Bai, Y., Burkett, W. R., and Nash, P. T. (2006). “Rapid bridge replacement under emergency situation: Case study.” J. Bridge Eng., 266–273.
Bechtel, A. J., McConnell, J. R., and Chajes, M. J. (2009). “Destructive testing and finite element analysis to determine ultimate capacity of skewed steel I-girder bridges.”, Transportation Research Board, Washington, DC, 49–56.
Bergström, M., Täljsten, B., and Carolin, A. (2009). “Failure load test of a CFRP strengthened railway bridge in Örnsköldsvik, Sweden.” J. Bridge Eng., 300–308.
Bhattacharya, S., Dash, S. R., and Adhikari, S. (2008). “On the mechanics of failure of pile-supported structures in liquefiable deposits during earthquakes.” Current Sci., 87(5), 605–611.
Biezma, M. V., and Schanack, F. (2007). “Collapse of steel bridges.” J. Perform. Constr. Facil., 398–405.
Billah, K. Y., and Scanlan, R. H. (1991). “Resonance, Tacoma Narrows bridge failure, and undergraduate physics textbooks.” Am. J. Phys., 59(2), 118–124.
Boonyapinyo, V., Lauhatanon, Y., and Lukkunaprasit, P. (2006). “Nonlinear aerostatic stability analysis of suspension bridges.” Eng. Struct., 28(5), 793–803.
Boonyapinyo, V., Yamada, H., and Miyata, T. (1994). “Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges.” J. Struct. Eng., 486–506.
Brencich, A., and De Francesco, U. (2004). “Assessment of multispan masonry arch bridges. I: Simplified approach.” J. Bridge Eng., 582–590.
Cai, C. S., Albrecht, P., and Bosch, H. R. (1999). “Flutter and buffeting analysis. II: Luling and Deer Isle bridges.” J. Bridge Eng., 181–188.
Chen, Q., Wang, L., and Zhao, H. (2009a). “Hydrodynamic investigation of coastal bridge collapse during Hurricane Katrina.” J. Hydraul. Eng., 175–186.
Chen, S., Zhu, S., and Cai, Y. (1995). “An unsteady flow theory for vortex-induced vibration.” J. Sound Vib., 184(1), 73–92.
Chen, X., Matsumoto, M., and Kareem, A. (2000). “Time domain flutter and buffeting response analysis of bridges.” J. Eng. Mech., 7–16.
Chen, Z. Q., Han, Y., Hua, X. G., and Luo, Y. Z. (2009b). “Investigation on influence factors of buffeting response of bridges and its aeroelastic model verification for Xiaoguan Bridge.” Eng. Struct., 31(2), 417–431.
Cheng, J., Jiang, J. J., Xiao, R. C., and Xiang, H. F. (2002). “Advanced aerostatic stability analysis of cable-stayed bridges using finite-element method.” Comput. Struct., 80(13), 1145–1158.
Cheng, J., Jiang, J. J., Xiao, R. C., and Xiang, H. F. (2003). “Ultimate load carrying capacity of the Lu Pu steel arch bridge under static wind loads.” Comput. Struct., 81(2), 61–73.
Clemente, P., Occhiuzzi, A., and Raithel, A. (1995). “Limit behavior of stone arch bridges.” J. Struct. Eng., 1045–1050.
Consolazio, G. R., and Cowan, D. R. (2005). “Numerically efficient dynamic analysis of barge collisions with bridge piers.” J. Struct. Eng., 1256–1266.
Daniels, J., Hughes, D., Ramey, G. E., and Hughes, M. L. (2007). “Effects of bridge pile bent geometry and levels of scour and P loads on bent pushover loads in extreme flood/scour events.” Pract. Period. Struct. Des. Constr., 122–134.
Davidson, M. T., Consolazio, G. R., Getter, D. J., and Shah, F. D. (2013). “Probability of collapse expression for bridges subject to barge collision.” J. Bridge Eng., 287–296.
Deng, L., and Cai, C. (2010). “Bridge scour: Prediction, modeling, monitoring, and countermeasures—a review.” Pract. Period. Struct. Des. Constr., 125–134.
DesRoches, R., Choi, E., Leon, R., Dyke, S., and Aschheim, M. (2004). “Seismic response of multiple span steel bridges in central and southeastern United States. I: As built.” J. Bridge Eng., 464–472.
Dimitrakopoulos, E. G. (2010). “Analysis of a frictional oblique impact observed in skew bridges.” Nonlinear Dyn., 60(4), 575–595.
Drosopoulos, G., Stavroulakis, G., and Massalas, C. (2006). “Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces.” Eng. Struct., 28(13), 1864–1873.
Ebeido, T., and Kennedy, J. (1996). “Girder moments in continuous skew composite bridges.” J. Bridge Eng., 37–45.
Ehsan, F., and Scanlan, R. H. (1990). “Vortex-induced vibrations of flexible bridges.” J. Eng. Mech., 1392–1411.
El-Tawil, S., Severino, E., and Fonseca, P. (2005). “Vehicle collision with bridge piers.” J. Bridge Eng., 345–353.
Estes, A. C., and Frangopol, D. M. (2001). “Bridge lifetime system reliability under multiple limit states.” J. Bridge Eng., 523–528.
Fan, W., Yuan, W., Yang, Z., and Fan, Q. (2011). “Dynamic demand of bridge structure subjected to vessel impact using simplified interaction model.” J. Bridge Eng., 117–126.
Farrar, C. R., and Jauregui, D. A. (1998). “Comparative study of damage identification algorithms applied to a bridge: I. Experiment.” Smart Mater. Struct., 7(5), 1–17.
Feldman, B. J. (2010). “The collapse of the I-35 W Bridge in Minneapolis.” Phys. Teacher, 48(8), 541–542.
Fu, G., and Hag-Elsafi, O. (2000). “Vehicular overloads: Load model, bridge safety, and permit checking.” J. Bridge Eng., 49–57.
Ge, Y., Xiang, H., and Tanaka, H. (2000). “Application of a reliability analysis model to bridge flutter under extreme winds.” J. Wind Eng. Ind. Aerodyn., 86(2), 155–167.
Ge, Y. J., and Tanaka, H. (2000). “Aerodynamic flutter analysis of cable-supported bridges by multi-mode and full-mode approaches.” J. Wind Eng. Ind. Aerodyn., 86(2–3), 123–153.
Ghali, A., and Tadros, G. (1997). “Bridge progressive collapse vulnerability.” J. Struct. Eng., 227–231.
Ghobarah, A., and Ali, H. (1988). “Seismic performance of highway bridges.” Eng. Struct., 10(3), 157–166.
Ghosn, M. (2000). “Development of truck weight regulations using bridge reliability model.” J. Bridge Eng., 293–303.
Gilbert, M. (2007). “Limit analysis applied to masonry arch bridges: State-of-the-art and recent developments.” 5th Int. Arch Bridges Conf., Fuzhou Univ., China, 13–28.
Hall, J. F., Holmes, W. T., and Somers, P. (1996). “Northridge Earthquake of January 17, 1994: Reconnaissance report.”, Earthquake Engineering Research Institute, Oakland, CA.
Hampton, M. A. (1972). “The role of subaqueous debris flow in generating turbidity currents.” J. Sediment. Res., 42(4), 775–793.
Hao, H., and Tang, E. K. (2010). “Numerical simulation of a cable-stayed bridge response to blast loads. Part II: Damage prediction and FRP strengthening.” Eng. Struct., 32(10), 3193–3205.
Hao, S. (2010). “I-35 W Bridge collapse.” J. Bridge Eng., 608–614.
Hashimoto, K., and Chouw, N. (2003). “Investigation of the effect of Kobe earthquake on a three-dimensional soil–structure system.” J. Earthquake Eng., 27, 1–8.
He, X., Sheng, X., Scanlon, A., Linzell, D., and Yu, X. (2012). “Skewed concrete box girder bridge static and dynamic testing and analysis.” Eng. Struct., 39, 38–49.
Helba, A., and Kennedy, J. (1994). “Collapse loads of continuous skew composite bridges.” J. Struct. Eng., 1395–1414.
Heyman, J. (1982). The masonry arch, Ellis Horwood, Chichester, U.K.
Hong, J. H., Chiew, Y. M., Lu, J. Y., Lai, J. S., and Lin, Y. B. (2012). “Houfeng bridge failure in Taiwan.” J. Hydraul. Eng., 186–198.
Huang, W., and Xiao, H. (2009). “Numerical modeling of dynamic wave force acting on Escambia Bay Bridge deck during Hurricane Ivan.” J. Waterw. Port Coastal Ocean Eng., 164–175.
Hughes, D., Ramey, G. E., and Hughes, M. L. (2007). “Bridge pile bent number of piles and X-bracing system: Impact on pushover capacity as scour increases.” Pract. Period. Struct. Des. Constr., 82–95.
Hwang, H., Jernigan, J. B., and Lin, Y.-W. (2000). “Evaluation of seismic damage to Memphis bridges and highway systems.” J. Bridge Eng., 322–330.
Iverson, R. M. (2000). “Landslide triggering by rain infiltration.” Water Resour. Res., 36(7), 1897–1910.
James, R. W., Noel, J. S., Furr, H. L., and Bonilla, F. E. (1986). “Proposed new truck weight limit formula.” J. Struct. Eng., 1589–1604.
Jenkins, B. M. (2001). “Protecting public surface transportation against terrorism and serious crime: An executive overview.”, Mineta Transportation Institute, San Jose, CA.
Jin, J., and Meng, B. (2011). “Computation of wave loads on the superstructures of coastal highway bridges.” Ocean Eng., 38(17), 2185–2200.
Kareem, A. (2013). Advanced structural wind engineering, Springer, New York.
Kawai, Y., Siringoringo, D., and Fujino, Y. (2014). “Failure analysis of the hanger clamps of the Kutai-Kartanegara Bridge from the fracture mechanics viewpoint.” J. Jpn. Soc. Civ. Eng., 2(1), 1–6.
Kim, S., Frangopol, D. M., and Soliman, M. (2013). “Generalized probabilistic framework for optimum inspection and maintenance planning.” J. Struct. Eng., 435–447.
Kim, S., Holub, C., and Elnashai, A. (2011). “Analytical assessment of the effect of vertical earthquake motion on RC bridge piers.” J. Struct. Eng., 252–260.
Kim, Y. J. (2012). “Safety assessment of steel-plate girder bridges subjected to military load classification.” Eng. Struct., 38, 21–31.
Knott, M. A. (1998). “Vessel collision design codes and experience in the United States.” Proc., Int. Symp. on Advances in Vessel Collision Analysis, CRC Press, Boca Raton, FL, 75–84.
Kong, J. S., and Frangopol, D. M. (2005). “Probabilistic optimization of aging structures considering maintenance and failure costs.” J. Struct. Eng., 600–616.
Kunnath, S., Erduran, E., Chai, Y., and Yashinsky, M. (2008). “Effect of near-fault vertical ground motions on seismic response of highway overcrossings.” J. Bridge Eng., 282–290.
LeBeau, K. H., and Wadia-Fascetti, S. J. (2007). “Fault tree analysis of Schoharie Creek Bridge collapse.” J. Perform. Constr. Facil., 320–326.
Lee, S. B. (1996). “Fatigue failure of welded vertical members of a steel truss bridge.” Eng. Fail. Anal., 3(2), 103–108.
Li, H., et al. (2011). “Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements.” Eng. Struct., 33(6), 1894–1907.
LimitState. (2007). Ring2.0 theory and modelling guide, Sheffield, U.K.
Li, W. (2011). “Situation and obligation of bridge maintenance.” Highway, 23, 42–43.
Lin, C., Bennett, C., Han, J., and Parsons, R. L. (2010). “Scour effects on the response of laterally loaded piles considering stress history of sand.” Comput. Geotech., 37(7), 1008–1014.
Lin, C., Han, J., Bennett, C., and Parsons, R. L. (2014). “Case history analysis of bridge failures due to scour.” Clim. Eff. Pavement Geotech. Infrastruct., 204–216.
Livesley, R. (1992). “A computational model for the limit analysis of three-dimensional masonry structures.” Meccanica, 27(3), 161–172.
Lou, L., and Zerva, A. (2005). “Effects of spatially variable ground motions on the seismic response of a skewed, multi-span, RC highway bridge.” Soil Dyn. Earthquake Eng., 25(7), 729–740.
Lu, Y., and Zhang, L. (2012). “Analysis of failure of a bridge foundation under rock impact.” Acta Geotechnica, 7(1), 57–68.
Lu, Y. E., and Zhang, L. M. (2013). “Progressive collapse of a drilled-shaft bridge foundation under vessel impact.” Ocean Eng., 66, 101–112.
Madurapperuma, M., and Wijeyewickrema, A. C. (2013). “Response of reinforced concrete columns impacted by tsunami dispersed 20’ and 40’ shipping containers.” Eng. Struct., 56, 1631–1644.
Mitropoulos, P., Abdelhamid, T. S., and Howell, G. A. (2005). “Systems model of construction accident causation.” J. Constr. Eng. Manage., 816–825.
Nguyen Minh, N., Miyata, T., Yamada, H., and Sanada, Y. (1999). “Numerical simulation of wind turbulence and buffeting analysis of long-span bridges.” J. Wind Eng. Ind. Aerodyn., 83(1), 301–315.
Nielson, B. G., and DesRoches, R. (2006). “Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones.” Eng. Struct., 28(8), 1083–1092.
Ocel, J. M., Hartmann, J. L., Zobel, R., White, D., and Leon, R. (2010). “Inspection and rating of gusset plates—A response to the I-35 W Bridge collapse.” Proc., 26th U.S.-Japan Bridge Engineering Workshop, Public Works Research Institute, Tsukuba, Japan, 11–23.
Okeil, A., and Cai, C. (2008). “Survey of short- and medium-span bridge damage induced by Hurricane Katrina.” J. Bridge Eng., 377–387.
Orduña, A., and Lourenço, P. B. (2005). “Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation.” Int. J. Solid. Struct., 42(18), 5140–5160.
Padgett, J., et al. (2008). “Bridge damage and repair costs from Hurricane Katrina.” J. Bridge Eng., 6–14.
Pan, Y., Agrawal, A. K., Ghosn, M., and Alampalli, S. (2010). “Seismic fragility of multispan simply supported steel highway bridges in New York State. II: Fragility analysis, fragility curves, and fragility surfaces.” J. Bridge Eng., 462–472.
Papazoglou, A., and Elnashai, A. (1996). “Analytical and field evidence of the damaging effect of vertical earthquake ground motion.” Earthquake Eng. Struct. Dyn., 25(10), 1109–1137.
Payá-Zaforteza, I., and Garlock, M. (2012). “A numerical investigation on the fire response of a steel girder bridge.” J. Constr. Steel Res., 75, 93–103.
Peng, G. F., Bian, S. H., Guo, Z. Q., Zhao, J., Peng, X. L., and Jiang, Y. C. (2008). “Effect of thermal shock due to rapid cooling on residual mechanical properties of fiber concrete exposed to high temperatures.” Constr. Build. Mater., 22(5), 948–955.
Piran Aghl, P., Naito, C., and Riggs, H. (2014). “Full-scale experimental study of impact demands resulting from high mass, low velocity debris.” J. Struct. Eng., 04014006.
Priestley, M. (1988). “The Whittier Narrows, California earthquake of October 1, 1987—Damage to the I-5/I-605 separator.” Earthquake Spectra, 4(2), 389–405.
Priestley, M. N., Verma, R., and Xiao, Y. (1994). “Seismic shear strength of reinforced concrete columns.” J. Struct. Eng., 2310–2329.
Ren, W. X. (1999). “Ultimate behavior of long-span cable-stayed bridges.” J. Bridge Eng., 30–37.
Riveiro, B., Morer, P., Arias, P., and De Arteaga, I. (2011). “Terrestrial laser scanning and limit analysis of masonry arch bridges.” Constr. Build. Mater., 25(4), 1726–1735.
Robertson, I. N., Riggs, H. R., Yim, S. C., and Young, Y. L. (2007). “Lessons from Hurricane Katrina storm surge on bridges and buildings.” J. Waterw. Port Coastal Ocean Eng., 463–483.
Saadeghvaziri, M. A., and Yazdani-Motlagh, A. R. (2008). “Seismic behavior and capacity/demand analyses of three multi-span simply supported bridges.” Eng. Struct., 30(1), 54–66.
Scanlan, R. H. (1997). “Amplitude and turbulence effects on bridge flutter derivatives.” J. Struct. Eng., 232–236.
Scanlan, R. H. (1998). “Bridge flutter derivatives at vortex lock-in.” J. Struct. Eng., 450–458.
Siddharthan, R. V., El-Gamal, M., and Maragakis, E. A. (1997). “Stiffnesses of abutments on spread footings with cohesionless backfill.” Can. Geotech. J., 34(5), 686–697.
Son, J., and Astaneh-Asl, A. (2009). “Blast protection of cable-stayed and suspension bridges.” Proc., Technical Council on Lifeline Earthquake Engineering Conf. on Lifeline Earthquake Engineering in a Multihazard Environment, ASCE, Reston, VA, 1–12.
Song, W.-K., and Kim, S.-E. (2007). “Analysis of the overall collapse mechanism of cable-stayed bridges with different cable layouts.” Eng. Struct., 29(9), 2133–2142.
Starossek, U. (2007). “Typology of progressive collapse.” Eng. Struct., 29(9), 2302–2307.
Stoddard, R. (2004). “Inspection and repair of a fire damaged prestressed girder bridge.”, Washington State Dept. of Transportation, Olympia, WA.
Sun, Z., Wang, D., Guo, X., Si, B., and Huo, Y. (2012). “Lessons learned from the damaged Huilan interchange in the 2008 Wenchuan earthquake.” J. Bridge Eng., 15–24.
Suthar, K. (2007). “The effect of dead, live and blast loads on a suspension bridge.” Master dissertation, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD.
Takahashi, T. (1978). “Mechanical characteristics of debris flow.” J. Hydraul. Div., 104(8), 1153–1169.
Takahashi, T. (1991). Debris flow, Monograph Series of IAHR, A. A. Balkema, Rotterdam, Netherlands.
Tang, E. K., and Hao, H. (2010). “Numerical simulation of a cable-stayed bridge response to blast loads. Part I: Model development and response calculations.” Eng. Struct., 32(10), 3180–3192.
USGS. (2012). “The schoharie creek bridge.” 〈http://water.usgs.gov/wid/images/NY.figure.id.3.gif〉 (Dec. 10, 2014).
Varnes, D. J. (1984). Landslide hazard zonation: A review of principles and practice, United Nations International, Paris.
Veletzos, M. J., Restrepo, J. I., and Seible, F. (2006). “Seismic response of precast segmental bridge superstructures.”, Univ. of California at San Diego, La Jolla, CA.
Walton, C. M., Yu, C. P., Ng, P., and Tobias, S. (1982). “An assessment of recent state truck size and weight studies.”, Texas State Dept. of Highways and Public Transportation, Austin, TX.
Wang, F. M., Kang, S. Z., Cai, Y. C., and Li, X. L. (2011). “Destructive test study of a prestressed concrete hollow slab beam bridge.” Proc., Condition, Reliability, and Resilience Assessment of Tunnels and Bridges, ASCE, Reston, VA, 57–64.
Wang, H., Hsieh, S. C., Lin, C., and Wang, C. Y. (2014a). “Forensic diagnosis on flood-induced bridge failure. I: Determination of the possible causes of failure.” J. Perform. Constr. Facil., 76–84.
Wang, H., Tao, T., Zhou, R., Hua, X., and Kareem, A. (2014b). “Parameter sensitivity study on flutter stability of a long-span triple-tower suspension bridge.” J. Wind Eng. Ind. Aerodyn., 128, 12–21.
Wang, W., Liu, R., and Wu, B. (2014c). “Analysis of a bridge collapsed by an accidental blast loads.” Eng. Fail. Anal., 36, 353–361.
Wang, Z., Dueñas Osorio, L., and Padgett, J. E. (2013). “Seismic response of a bridge-soil-foundation system under the combined effect of vertical and horizontal ground motions.” Earthquake Eng. Struct. Dyn., 42(4), 545–564.
Wardhana, K., and Hadipriono, F. (2003). “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil., 144–150.
Warn, G. P., and Whittaker, A. S. (2008). “Vertical earthquake loads on seismic isolation systems in bridges.” J. Struct. Eng., 1696–1704.
Wikipedia. (1940). “Tacoma narrows bridge.” 〈http://sv.wikipedia.org/wiki/Tacoma_Narrows_Bridge〉 (May 4, 2014).
Wikipedia. (2002). “I-40 bridge disaster.” 〈http://en.wikipedia.org/wiki/I-40_bridge_disaster〉 (Dec. 10, 2014).
Wikipedia. (2005). “File:Katrina OS.JPG.” 〈http://en.wikipedia.org/wiki/File:Katrina_OS.JPG〉 (Dec. 10, 2014).
Wikipedia. (2007). “I-35 W Mississippi River bridge.” 〈http://en.wikipedia.org/wiki/I-35W_Mississippi_River_bridge〉 (Dec. 10, 2014).
Winget, D. G., Marchand, K. A., and Williamson, E. B. (2005). “Analysis and design of critical bridges subjected to blast loads.” J. Struct. Eng., 1243–1255.
Witzany, J., Cejka, T., and Zigler, R. (2008). “Failure resistance of historic stone bridge structure of Charles Bridge. II: Susceptibility to floods.” J. Perform. Constr. Facil., 83–91.
Xia, C., Xia, H., and De Roeck, G. (2014). “Dynamic response of a train-bridge system under collision loads and running safety evaluation of high-speed trains.” Comput. Struct., 140, 23–38.
Xiao, H., Huang, W., and Chen, Q. (2010). “Effects of submersion depth on wave uplift force acting on Biloxi Bay Bridge decks during Hurricane Katrina.” Comput. Fluid., 39(8), 1390–1400.
Xie, F., and Levinson, D. (2011). “Evaluating the effects of the I-35 W Bridge collapse on road-users in the twin cities metropolitan region.” Transp. Plann. Technol., 34(7), 691–703.
Xu, G., and Cai, C. (2014). “Wave forces on Biloxi Bay Bridge decks with inclinations under solitary waves.” J. Perform. Constr. Facil., 04014150.
Xu, L., Lu, X., Guan, H., and Zhang, Y. (2013). “Finite-element and simplified models for collision simulation between overheight trucks and bridge superstructures.” J. Bridge Eng., 1140–1151.
Xu, Y., Sun, D., Ko, J., and Lin, J. (1998). “Buffeting analysis of long span bridges: A new algorithm.” Comput. Struct., 68(4), 303–313.
Xu, Y. L. (2013). Wind effects on cable-supported bridges, Wiley, Singapore.
Xu, Z., Lu, X., Guan, H., Lu, X., and Ren, A. (2013). “Progressive-collapse simulation and critical region identification of a stone arch bridge.” J. Perform. Constr. Facil., 43–52.
Yabuki, T., Vinnakota, S., and Kuranishi, S. (1983). “Lateral load effect on load carrying capacity of steel arch bridge structures.” J. Struct. Eng., 2434–2449.
Yang, J., and Lee, C. (2007). “Characteristics of vertical and horizontal ground motions recorded during the Niigata-ken Chuetsu, Japan Earthquake of 23 October 2004.” Eng. Geol., 94(1), 50–64.
Yi, Z., Agrawal, A., Ettouney, M., and Alampalli, S. (2013). “Blast load effects on highway bridges. I: Modeling and blast load effects.” J. Bridge Eng., 19(4), 1–17.
Yi, Z., Agrawal, A., Ettouney, M., and Alampalli, S. (2014). “Blast load effects on highway bridges. II: Failure modes and multihazard correlations.” J. Bridge Eng., 19(4), 1–12.
Yoo, H., Na, H.-S., and Choi, D.-H. (2012). “Approximate method for estimation of collapse loads of steel cable-stayed bridges.” J. Constr. Steel Res., 72, 143–154.
Yuan, P. (2005). “Modeling, simulation and analysis of multi-barge flotillas impacting bridge piers.” Ph.D. dissertation, Univ. of Kentucky, Lexington, KY.
Zhang, J., Peng, H., and Cai, C. (2013). “Destructive testing of a decommissioned reinforced concrete bridge.” J. Bridge Eng., 564–569.
Zhang, X., and Sun, B. (2004). “Parametric study on the aerodynamic stability of a long-span suspension bridge.” J. Wind Eng. Ind. Aerodyn., 92(6), 431–439.

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Journal of Performance of Constructed Facilities
Volume 30Issue 2April 2016

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Received: Aug 11, 2014
Accepted: Dec 1, 2014
Published online: Jan 9, 2015
Discussion open until: Jun 9, 2015
Published in print: Apr 1, 2016

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Lu Deng, Ph.D., M.ASCE [email protected]
Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author). E-mail: [email protected]
Research Assistant, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]
Research Assistant, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China. E-mail: [email protected]

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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)
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