Evaluation Methods of Bridge Response to Earthquake

摘要：

This study is intended to evaluate the seismic response of the bridge under the condition of different analytical models. In these models, the bridge structure is assumed performing in elastic range under the precondition of the adopting ground motion. The passing train effect on the bridge during earthquake is considered and the train car model idealized as multi mass rigid bodies connecting by spring damper dynamic system is established. The bridge is modeled with three-dimensional finite elements. The dynamic responses of the bridge and the trains subjecting to typical earthquake waves are simulated and evaluated. Some useful conclusions are obtained based on the analytical results.

关键词： evaluation method seismic response bridge train safety

作者: HAN Yan XIA He

作者单位: College of Architecture, North China University of Technology, Beijing, 100041, China School of Civil Engineering &Architecture, Beijing Jiaotong University, Beijing 100044, China

会议类型: 国际会议

会议名称: The 2010 International Symposium on Safety Science and Technology(2010 安全科学与技术国际会议)

会议地点: 杭州

会议语种:英文

页码: 1743-1749

在线出版日期: 2010-10-26（万方平台首次上网日期，不代表论文的发表时间）