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钢筋混凝土桥墩的易损性和地震危险性分析与应用

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摘要 介绍了美国太平洋地震工程中心基于性能的桥梁抗震理论框架,并通过采用最大位移延性系数作为损伤指标,对不同剪跨比的桥墩进行了易损性分析和概率危险性分析。然后结合《公路桥梁抗震设计细则》(JTG/T B02—01—2008),提出了基于地震危险性分析的桥墩抗震校核流程,并利用该流程对某桥梁工程的一个桥墩进行校核。
作者 马友成
出处 《交通建设与管理》 2015年第6期184-188,共5页 Transport Construction & Management
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参考文献9

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