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空腹式连续刚构桥抗震性能评价
Seismic Performance Evaluation of Open-web Continuous Rigid Frame Bridge
【摘要】 以一座在建的空腹式连续刚构桥为研究对象,采用SAP2000软件建立三维有限元模型,以桥墩的位移延性比为损伤指标,采用IDA法对结构进行地震响应分析。在结构地震易损性分析中,同时考虑了地震动和结构材料参数的不确定性,采用拉丁超立方抽样法形成地震动-桥梁结构样本对,通过大量非线性计算得到了该桥在近场、远场地震作用下的易损性曲线。同时在此基础上进行了全桥在E1和E2水准抗震性能评价。
【Abstract】 The 3D finite element model was conducted for an open-web continuous rigid frame bridge by using the SAP2000 software.Furthermore,the uncertainty of earthquake ground motions and structure material parameters were simultaneously considered in the structural seismic fragility analysis,the earthquake-structure sample pairs were constructed by the Latin hypercube sampling method.The seismic fragility analyses were obtained for the bridge subjected to the near-field and far-field earthquake ground motions by employing the IDA(Incremental Dynamic Analysis) analysis method,respectively.Finally,the seismic performance probability evaluation for the whole bridge was performed under the E1 and E2 seismic precautionary criterion.
【Key words】 open-web continuous rigid frame bridge; damage index; IDA analysis; fragility curves; seismic performance;
- 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2013年07期
- 【分类号】U442.55
- 【被引频次】10
- 【下载频次】116