摘要
以独塔空间索自锚式悬索桥为工程背景,运用大型有限元分析软件midas/civil建立有限元模型,对独塔空间索自锚式悬索桥的动力特性、抗震性能和减隔震等方面进行了探讨研究。
This article takes a certain self-anchored suspension bridge of single-tower as an engineering background,uses FEM software Midas / civil to build the space finite element model, discusses the dynamic characteristics seismic behavior, the measure of mitigating and isolating seismic of self-anchored suspension bridge of single-tower and spatial cable.
引文
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