多点地震激励下大跨连续钢构桥易损性分析  

Fragility analysis of long span continuous rigid frame bridge under multi-support excitations

作　　者：李吉涛[1] 杨庆山[1] 刘阳冰[2] 

机构地区：[1]北京交通大学土木建筑工程学院,北京100044 [2]重庆大学土木工程学院,重庆400045

出　　处：《振动与冲击》2013年第5期75-80,共6页Journal of Vibration and Shock

基　　金：国家自然科学基金杰出青年基金项目(50725826)

摘　　要：针对地震动存在行波效应、场地效应、不相干效应等因素,分析大跨连续钢构桥在一致地震激励输入响应时结构内力和变形会被偏估问题,考虑结构及地震动不确定性,采用蒙特卡罗方法建立一致激励与多点激励两种工况下大跨连续钢构桥-地震动系统随机样本。以桥墩位移延性比表示桥梁破坏状态阶段,对桥梁易损性进行分析,给出大跨连续钢构桥结构的易损性曲线,得到同样程度破坏的多点地震激励与一致地震激励下加速度峰值关系。Due to wave passage effect, incoherence effect, local effect and other factors in seismic ground motion, the internal force and deformation of long span continuous rigid framed bridges will be error-estimated when seismic responses analysis is performed under identical support ground motion excitations. A Monte Carlo simulation method was used to establish the random sample for the system of large-span continuous rigid frame bridge under ground motion excitation, by means of considering the uncertainties of structural material and ground motion ground motion excitations and multiple support ground motion excitations. The ductility ratio index of damage state of the bridge. The seismic fragility analysis was carried out under , both for identical support of piers was defined as the the two different modes of excitations and the fragility curves of the bridge were given based on the damage state definition. The peak acceleration relationship between the two different modes of excitations was obtained under the same level damage.

关 键 词：地震动 多点激励 不确定性 易损性曲线 回归分析 

分 类 号：TU375[建筑科学—结构工程] U442[建筑科学—桥梁与隧道工程]