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Dynamic Response of Concrete Cable-Stayed Bridges due to Cable Rupture

机译:电缆破裂对混凝土斜拉桥的动力响应

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This paper aims to analytically investigate the effects of cable rupture on the dynamic responses ofrnconcrete cable-stayed bridges. Analytical methods for simulating the cable rupture using a timernhistory function have been examined and the dynamic amplification factor (DAF) is considered as arndesign criterion. The calculated DAFs from a concrete cable-stayed bridge were compared withrnthose from a typical steel composite one. DAFs were calculated for member forces of the deckrnsystem and stay cables. The comparison verified that the current design guideline for DAF may bernreliable in general sense but underestimate DAFs in some parts of concrete cable-stayed bridges.
机译:本文旨在分析研究电缆断裂对混凝土斜拉桥动力响应的影响。已经研究了使用时间历史函数模拟电缆断裂的分析方法,并将动态放大因子(DAF)视为arndesign准则。将混凝土斜拉桥的DAF计算值与典型的钢复合桥的DAF进行了比较。针对甲板系统和拉索的成员力计算DAF。比较结果证明,目前的DAF设计指南在一般意义上可能不可靠,但低估了混凝土斜拉桥某些部分的DAF。

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