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Traveling Wave Effect Analysis on Fabricated Box Girder Bridge Based on ANSYS

机译:基于ANSYS的制造箱梁桥的旅行波效应分析

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This paper analyzed the seismic response of fabricated box girder bridge considering the traveling wave effect based on ANSYS. Take a multi-connected continuous girder bridge over sea island as the research object, consider the effect of pile-soil interaction, the internal force and deformation characteristics of substructure, coping and expansion joint of the bridge are analyzed under the traveling wave effect. Traveling wave effect have some influence on the internal force and deformation of substructure and coping, but the influence is not so strong. Meanwhile the relative displacement of expansion joint and collision force of beam end are influenced significantly, and the risk of girder falling is increased.
机译:本文分析了考虑基于ANSYS的行波效果的制造箱梁桥的地震响应。在海岛上采取多连接的连续梁桥作为研究对象,考虑桩土相互作用的效果,在行波效应下分析了桥梁的内部结构,应对和伸缩接头的内部力和变形特性。旅行波效应对亚结构和应对的内部力和变形有一些影响,但影响并不那么强。同时,光束端的膨胀接头和碰撞力的相对位移受到显着影响,增加了梁跌落的风险。

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