首页> 外文会议>4th International Conference on Structural Dynamics Vol.2, Sep 2-5, 2002, Munich, Germany >Response of a cable-stayed bridge to spatially varying seismic excitation
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Response of a cable-stayed bridge to spatially varying seismic excitation

机译:斜拉桥对空间变化地震激励的响应

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In this study, stochastic analysis of a cable-stayed bridge is performed on the chosen example bridge for spatially varying seismic excitation which includes the incoherence, wave-passage and site-response effects. Solutions obtained for the spatially varying seismic excitation case is compared with those of the uniform ground motion model. It is observed that spatially varying ground motion model has important effects on the dynamic behavior of the bridge and the variability of the ground motion should be included in the stochastic analysis of long span bridges, like cable-stayed bridges.
机译:在这项研究中,斜拉桥的随机分析是在所选择的示例桥上进行的,用于空间变化的地震激励,其中包括非相干性,波通过和场地响应效应。将在空间变化的地震激励情况下获得的解与均匀地震动模型的解进行比较。可以看出,空间变化的地震动模型对桥梁的动力特性具有重要影响,地震动的可变性应包括在斜拉桥等大跨度桥梁的随机分析中。

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