Journal of Earthquake Engineering ( IF 2.5 ) Pub Date : 2022-02-22 , DOI: 10.1080/13632469.2022.2033357 Xiaoxian Liu 1 , Jian Zhong 1 , Banglu Xi 1 , Jingfeng Wang 1
ABSTRACT
The residual displacement of column has significant effect on the post-earthquake functionality of bridge. In this paper, the nonlinear finite element model of a simply supported beam bridge was built. The seismic performance of reinforced concrete column, unbonded prestressed reinforced concrete (UBPRC) column, and fully prestressed column was compared. Quasi-static residual displacement was adopted in the fragility analysis. The result showed that the quasi-static residual displacement affects the vulnerability of bridge system only for the collapse damage limit state. UBPRC column is a good balance between the vulnerability arising from peak displacement and residual displacement.
中文翻译:
考虑残余位移的无粘结预应力钢筋混凝土桥柱地震易损性分析
摘要
柱的残余位移对桥梁的震后功能影响很大。本文建立了简支梁桥的非线性有限元模型。比较了钢筋混凝土柱、无粘结预应力钢筋混凝土 (UBPRC) 柱和全预应力柱的抗震性能。脆性分析采用准静态残余位移法。结果表明,准静态残余位移仅对倒塌破坏极限状态下的桥梁系统易损性有影响。UBPRC 柱很好地平衡了峰值位移和残余位移引起的脆弱性。