|
|
|
| Mechanism of Seismic Damage and Enlightenment Seismic Design of Bridges Crossing Fault |
| HUI Ying-xin1,2, WANG Ke-hai1,2, LI Chong1,2 |
1. School of Transportation, Southeast University, Nanjing Jiangsu 210096, China;
2. Research Institute of Highway, Ministry of Transport, Beijing 100088, China |
|
|
|
|
Abstract In this study, international cases of bridge damage are analyzed to bridges crossing fault (BCF). It is pointed out that bridge damage can be affected by fault type, the orientation of a bridge to a fault, and ground conditions, etc. And the insufficient consideration of seismic design is the important factor in the damage to BCF. Some positive enlightenment is gained in seismic design from the analysis of seismic damage of BCF.
|
|
Received: 16 December 2014
|
| Fund:Supported by the International Technology Cooperation of Ministry of Science and Technology (No.2009DFA82480);the Project of the Ministry of Transport Industry Standards of Highway Construction (No.JTG-C-201012);and the Road and Transport R&D Project for Western Regions of China Commissioned by Ministry of Transport of China (No.2009318223094) |
|
|
|
[1] PETERSENE M D, DAWSON T E, CHEN Rui, et al. Fault Displacement Hazard for Strike-slip Faults[J]. Bulletin of the Seismological Society of America, 2011, 101(2):805-825.
[2] CHEN R, DAWSON T E, WILLS C J. Quantifying Surface Fault Rupture Location Uncertainty for Lifeline Crossing, G11AP20040[R]. Sacramento:U.S. Geological Survey, 2013.
[3] CHANG K C, CHANG D W, TSAI M H, et al. Seismic Performance of Highway Bridges[J]. Earthquake Engineering and Engineering Seismology, 2000, 2(1):55-77.
[4] WANG Ke-hai. Seismic Research of Bridges (2nd Edition)[M]. Beijing:China Railway Publishing House, 2014. (in Chinese).
[5] LEE G C, LOH C H. Highway Bridges in Chi-Chi, Taiwan, Earthquake of September 21, 1999 Reconnaissance Report, MCEER-00-0003[R]. New York:Multidisciplinary Center for Earthquake Engineering Research, 2000.
[6] SHIN T C, TENG T L. An Overview of the 1999 Chi-Chi Taiwan Earthquake[J]. Bulletin of the Seismological Society of America, 2001, 91(5):895-913.
[7] ERDIK M, AYDINOGLU N, UCKAN E, et al. The 1999 Turkey Earthquakes:Bridge Performance and Remedial Actions[M]. Oakland:Earthquake Engineering Research Institute Publication, 2003.
[8] GHASEMI H, COOPER J D, IMBSEN R, et al. The November 1999 Duzce Earthquake:Post-earthquake Investigation of the Structures on the TEM, FHWA-RD-00-146[R]. Washington, D.C.:Federal Highway Administration, 2000.
[9] XU Jun-xiang, LIU Xi-la. Study on Bridge Collapse as a Result of Fault Rupture[J]. China Railway Science, 2008, 29(1):17-21. (in Chinese).
[10] PARK S W, GHASEMI H, SHEN J, et al. Simulation of the Seismic Performance of the Bolu Viaduct Subjected to Near-Fault Ground Motions[J]. Earthquake Engineering& Structural Dynamics, 2004, 33(13):1249-1270.
[11] ROUSSIS P C, CONSTANTINOU M C, ERDIK M, et al. Assessment of Performance of Isolation System of Bolu Viaduct[J]. Journal of Bridge Engineering, 2003, 8(4):182-190.
[12] KAZUHIKO K. Damage of Bridges Resulting from Fault Rupture in the 1999 Kocaeli and Duzce, Turkey Earthquakes and the 1999 Chi-Chi, Taiwan Earthquake[J]. Structural Engineering/Earthquake Engineering, JSCE, 2002, 19(2):171-190.
[13] CHEN Le-sheng, ZHUANG Wei-lin, et al. Damage to Bridge Highways during the Wenchuan Earthquake[M]. Beijing:China Communications Press, 2012. (in Chinese).
[14] KAWASHIMA K, TAKAHASHI Y, GE H, et al. Reconnaissance Report on Damage of Bridges in 2008 Wenchuan, China, Earthquake[J]. Journal of Earthquake Engineering, 2009,13(7):965-996.
[15] ZHAO Ji-sheng, WU Jing-fa, SHI Li-jing, et al. Determination of Setback Distance in Reconstruction along the Trace of the Surface Rupture Caused by the MS 8.0 Wenchuan Earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(6):96-101. (in Chinese).
[16] WANG Dong-sheng, SUN Zhi-guo, GUO Xun. Lessons Learned from Seismic Damages Caused by the Wenshuan Earthquake and Recent Research on the Seismic Design of Highway Bridges[J]. Journal of Highway and Transportation Research and Development, 2011, 28(10):44-53. (in Chinese).
[17] XU Xi-wei, WEN Xue-ze, YE Jia-qing, et al. The Surface Ruptures Generated by the MS 8.0 Wenchuan Earthquake and Its Seismogenic Structure[J]. Seismology and Geology, 2008, 30(3):597-629. (in Chinese).
[18] ZHU Bing, CUI Sheng-ai, YU Ming-qiu. Analysis of Seismic Failure in the Xiaoyudong Bridge Constructed Over a Fault Zone during the Wenchuan Earthquake[J]. Journal of Highway and Transportation Research and Development, 2010, 27(1):78-83. (in Chinese).
[19] MENN C. An Approach to Bridge Design[J]. Engineering Structures, 1991, 13(2):106-112. |
| [1] |
CHANG Zhu-gang, WANG Lin-kai, XIA Fei-long. Fluid-structure Interaction Numerical Simulation of Bridge Wind-induced Vibration Based on CV Newmark-β Method[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 28-37. |
| [2] |
XU Bai-shun, YAO Chao-yi, YAO Ya-dong, QIAN Yong-jiu, MA Ming. Carbon Fiber Reinforced Polymer-to-steel Interfacial Stress Parameter Sensitivity Based on Viscoelastic Constitutive[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 20-27. |
| [3] |
WEN Cheng, ZHANG Hong-xian. Influence of Material Time-dependent Performance on the Cantilever Construction of PSC Box Girder Bridge[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 38-44. |
| [4] |
LU Guan-ya, WANG Ke-hai, ZHANG Pan-pan. Seismic Design and Evaluation Methods for Small-to-Medium-Span Highway Girder Bridges Based on Machine Learning and Earthquake Damage Experience[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 24-37. |
| [5] |
YANG Yi-ming, PENG Jian-xin, ZHANG Jian-ren. Random Field Parameter Estimation of Service Bridge Component and Comparative Analysis of Estimation Methods[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 38-49. |
| [6] |
ZHAN Jian, SHAO Xu-dong, QU Wan-tong, CAO Jun-hui. Multi-parameter Fatigue Analysis of a Steel-super Toughness Concrete Lightweight Composite Bridge Deck[J]. Journal of Highway and Transportation Research and Development, 2019, 13(1): 50-59. |
|
|
|
|
2015, Vol. 9 
