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采用验证数值模型的耗能连梁-自复位双柱式桥墩耗能与自复位性能的参数敏感性分析

谢文 包洋洋 铁宁 洪扬帆

东南大学学报(英文版)2025,Vol.41Issue(3):338-347,10.
东南大学学报(英文版)2025,Vol.41Issue(3):338-347,10.DOI:10.3969/j.issn.1003-7985.2025.03.009

采用验证数值模型的耗能连梁-自复位双柱式桥墩耗能与自复位性能的参数敏感性分析

Sensitivity analysis of parameters influencing ED and self-centering capacity in self-centering bridge bents with ED beams using validated numerical model

谢文 1包洋洋 1铁宁 1洪扬帆1

作者信息

  • 1. 宁波大学土木工程与地理环境学院,宁波 315211
  • 折叠

摘要

Abstract

A self-centering bridge bent equipped with energy-dissipation(ED)beams is proposed.Quasi-static tests are conducted on self-centering bridge bents,both with and without ED beams,to validate the accuracy of the corre-sponding numerical models.The effects of various param-eters,such as the web area of ED beams,prestressing force of tendons,tendon arrangements,and number of column segments,on the seismic performance of self-centering bridge bents with ED beams are evaluated using the vali-dated numerical model.The results demonstrate that the nu-merical models accurately replicate the quasi-static test re-sults,with average errors in the lateral force remaining be-low 9.6%.The web area of ED beams significantly affects the strength,cumulative energy dissipation,and relative self-centering index(RSI)of the self-centering bridge bents.Increasing the prestressing force enhances the lateral force and self-centering capability of the bridge bents but has minimal effect on their ED capacity.Reducing the num-ber of segments in each column enhances the lateral force and cumulative hysteretic energy dissipation of the self-centering bridge bents while exerting an insignificant ef-fect on the RSI.Thus,the proposed novel system is highly suitable for double-or multicolumn piers supporting bridges in regions prone to strong earthquakes.

关键词

自复位双柱式桥墩/耗能连梁/能量耗散/自复位性能/拟静力试验/数值验证

Key words

self-centering bridge bents/energy-dissipation beams/energy dissipation/self-centering capacity/quasi-static test/numerical validation

分类

交通工程

引用本文复制引用

谢文,包洋洋,铁宁,洪扬帆..采用验证数值模型的耗能连梁-自复位双柱式桥墩耗能与自复位性能的参数敏感性分析[J].东南大学学报(英文版),2025,41(3):338-347,10.

基金项目

The National Natural Science Foundation of China(No.52278189),Zhejiang Provincial Natural Science Foundation of China(No.LY24E080002). (No.52278189)

东南大学学报(英文版)

1003-7985

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