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System Fragility and Probabilistic Seismic Risk of Continuous Rigid-frame Bridge Considering the Pounding Response Between Main Beam and Transition Pier
CIVIL ENGINEERING | 更新时间：2024-08-22
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    • System Fragility and Probabilistic Seismic Risk of Continuous Rigid-frame Bridge Considering the Pounding Response Between Main Beam and Transition Pier

    • “在桥梁工程领域，一项新研究揭示了连续刚构桥主梁与过渡墩碰撞效应对地震系统易损性和概率地震风险性的影响。通过动力弹塑性分析模型和增量动力分析法，研究者发现忽略碰撞效应会显著低估地震风险，为桥梁抗震设计提供了重要参考。”
    • Advanced Engineering Sciences   Vol. 56, Issue 3, Pages: 147-159(2024)

    • DOI：10.15961/j.jsuese.202200981    

      CLC： U448.23

    • Published：20 May 2024，

      Published Online：30 May 2023，

      Received：12 September 2022，

      Revised：11 November 2022，

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  • Zheng Guozu,Jiao Yingqian,Shi Yan,et al.System fragility and probabilistic seismic risk of continuous rigid-frame bridge considering the pounding response between main beam and transition pier[J].Advanced Engineering Sciences,2024,56(3):147–159 DOI： 10.15961/j.jsuese.202200981.

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