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考虑地震行波效应大型高架桥梁破坏模拟
引用本文:陆新征,叶列平,江见鲸,张炎圣.考虑地震行波效应大型高架桥梁破坏模拟[J].工程抗震与加固改造,2007,29(3):1-5.
作者姓名:陆新征  叶列平  江见鲸  张炎圣
作者单位:清华大学土木工程系,北京,100084
基金项目:国家科技支撑计划子课题
摘    要:大型高架桥梁是城市交通的重要生命线工程,准确预测高架桥(高架桥体系)在地震下的破坏模式,对减灾、救灾工程有着重要意义.本文基于高性能并行计算和非线性分析,对大型高架桥梁的破坏进行了模拟,并考虑了地震行波效应、桥墩塑性铰、上部结构落梁等多种破坏模式.计算结果表明,本文建议模型可以真实模拟大型高架桥梁的地震破坏.并对主要参数的影响加以讨论,为深入研究高架桥梁体系在地震灾害下的破坏模式和安全状况提供依据.

关 键 词:高架桥  地震  行波  破坏  模拟
文章编号:1002-8412(2007)03-0001-05
修稿时间:2006-10-29

Failure Simulation for Large Viaducts with Traveling Wave Effect
Lu Xin-zheng,Ye Lie-ping,Jiang Jian-jing,Zhang Yan-sheng.Failure Simulation for Large Viaducts with Traveling Wave Effect[J].Earthquake Resistant Engineering and Retrofitting,2007,29(3):1-5.
Authors:Lu Xin-zheng  Ye Lie-ping  Jiang Jian-jing  Zhang Yan-sheng
Affiliation:Department of Civil Engineering, Tsinghua University, Beijing 100084, China
Abstract:Viaducts are important life lines in the city transport system.Precision prediction for the failure modes of large viaducts(viaduct system) in earthquake is important for the disaster prevention and reduction.In this paper,based on high performance computation and nonlinear analysis,the failure of large viaducts in earthquake is simulated with the consideration of travel wave effect in the ground,plastic hinges in the pier and the girder falling in the superstructures.The simulation results show that the proposed model can correctly simulate the failure of large viaducts in earthquake.And parametrical study is carried out for the further research on the safety assessment of the large viaducts.
Keywords:viaduct  earthquake  traveling wave  failure  simulation
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