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适应扭转的新型自复位桥墩抗震性能研究

焦驰宇 李鲁宁 曹跃 刘文勃

结构工程师2026,Vol.42Issue(2):58-68,11.
结构工程师2026,Vol.42Issue(2):58-68,11.DOI:10.15935/j.cnki.jggcs.202602.0007

适应扭转的新型自复位桥墩抗震性能研究

Seismic Performance Study of a New Self-Centering Torsion-Adaptable Bridge Pier

焦驰宇 1李鲁宁 2曹跃 3刘文勃2

作者信息

  • 1. 北京市城市交通基础设施建设工程技术研究中心,北京 100044||北京建筑大学古桥研究院,北京 100044||北京建筑大学大型多功能振动台阵实验室,北京 100044
  • 2. 北京建筑大学土木与交通工程学院,北京 100044
  • 3. 北京市市政工程设计研究总院有限公司,北京 100082
  • 折叠

摘要

Abstract

To address the issue of plastic damage in fixed piers under coupled loading conditions(such as combined axial compression,bending,and torsion)in small-radius curved bridges,which is difficult to repair,a novel torsion-adaptable prestressed concrete self-centering pier is proposed.Based on ABAQUS,a numerical model of the pier was established and validated for reliability.A torsion-adaptable crawler-type metallic damper was designed as the energy-dissipating component.The mechanical behavior of the single pier under axial compression-bending and axial compression-bending-torsion coupled loading conditions was investigated.The effects of key parameters,including the steel plate thickness of the crawler-type damper,the curvature radius of the arc segment,and the axial compression ratio of the pier,were studied.The influence of these parameters on the seismic performance of the structure was analyzed from an energy perspective.The results demonstrate that the crawler-type damper exhibits excellent energy dissipation capacity and plastic deformation ability,making it a suitable energy-dissipating component for torsion-adaptable self-centering piers.It maintains stable performance under extreme conditions,avoiding rapid load-bearing capacity degradation and severe damage.Furthermore,under torsional loading,the novel self-centering pier shows improved load-bearing capacity and adaptability.Although the load-bearing capacity decreases,it retains a certain level of energy dissipation capability.This study provides a theoretical basis and practical reference for the design of small-radius curved bridges.

关键词

适应扭转/自复位桥墩/压弯剪扭耦合/数值仿真/抗震性能

Key words

torsional adaptablility/self-centering bridge piers/compression bending torsion coupling/numerical simulation/seismic performance

分类

建筑与水利

引用本文复制引用

焦驰宇,李鲁宁,曹跃,刘文勃..适应扭转的新型自复位桥墩抗震性能研究[J].结构工程师,2026,42(2):58-68,11.

基金项目

国家自然科学基金资助项目(52378472,52078023) (52378472,52078023)

北京市自科基金-北京市教委联合重点项目(23JH0014) (23JH0014)

北京建筑大学建大领军人才计划B类(JDLJ20220807) (JDLJ20220807)

北京市博士后工作经费资助项目(2023-zz-137) (2023-zz-137)

结构工程师

1005-0159

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