港口航道与近海工程2024，Vol.61Issue(5)：43-48,54,7.DOI:10.16403/j.cnki.ggjs20240508
预制拼装桥墩滞回分析模型和损伤评估研究
Hysteretic Analysis Model and Damage Assessment of Precast Assembly Bridge Piers
摘要
Abstract
To study the seismic resistance performance and the earthquake damage characteristics of prestress precast assembly bridge piers,Bouc-Wen-Baber-Noori model was used to simulate the pseudo-static test of the precast assembly bridge piers.The calculation codes were programmed on the basis of Simulink module of Matlab software,and the key parameters of the hysteresis model were determined according to the test results.Park-Ang damage model was combined with the modified one to evaluate the damage degree of the bridge piers.The researches show that the Matlab-based calculation results are in good agreement with the test results,that is,the damage assessment of the bridge piers is reliable,the hysteresis model and damage analysis model can apply to the anti-seismic calculation and assessment of the precast assembly bridge piers.关键词
预制拼装桥墩/抗震设计/拟静力试验/滞回模型/损伤评估Key words
precast assembly bridge piers/seismic design/pseudo-static test/hysteretic model/damage assessment分类
交通运输引用本文复制引用
叶晗晖,叶佳辉,周浩杨,彭荷慧,布占宇..预制拼装桥墩滞回分析模型和损伤评估研究[J].港口航道与近海工程,2024,61(5):43-48,54,7.基金项目
国家自然科学基金项目:强震作用下考虑局部损伤效应的钢桥抗震设计方法研究(51878606) （51878606）
浙江省基础公益研究计划项目:东南沿海地区中小跨径高架桥抗震型隐式盖梁体系研发(LGG22E080007) （LGG22E080007）
宁波市交通运输科技计划项目:高架桥预制小箱梁与隐盖梁结构体系设计施工优化关键技术研究(202207) （202207）
