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Reconnaissance Report on Damage of Bridges in 2008 Wenchuan,China, Earthquake
Authors:Kazuhiko Kawashima  Yoshikazu Takahashi  Hanbin Ge  Zhishen Wu  Jiandong Zhang
Institution:1. Department of Civil Engineering , Tokyo Institute of Technology , Tokyo, Japan kawashima.k.ae@m.titech.ac.jp;3. Disaster Prevention Research Institute, Kyoto University , Kyoto, Japan;4. Department of Civil Engineering , Meijo University , Nagoya, Japan;5. Department of Urban and Civil Engineering , Ibaraki University , Ibaraki, Japan;6. Jiangsu Transportation Research Institute , Nanjing, China
Abstract:This is a reconnaissance report on the damage to bridges during the 2008 Wenchuan, China, earthquake. Site investigation was conducted by the authors on August 10–14, 2008. Presented is a detailed discussion of the damage to 12 bridges as well as possible damage mechanisms. Characteristics of two near-field ground accelerations and Chinese seismic bridge design practices are also presented. An investigation of the damage finds insufficient intensity of seismic design force, inadequate structural detailing for enhancing the ductility capacity, and an absence of unseating prevention devices.
Keywords:Seismic Damage  Bridges  Wenchuan Earthquake  Failure Mechanism  Seismic Effect  Seismic Design
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