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阶梯型梁柱拼接节点抗震性能及恢复力模型研究

程欣 李赟 安毅 刘鹏基 孙峻枫

建筑结构学报2025,Vol.46Issue(4):117-128,12.
建筑结构学报2025,Vol.46Issue(4):117-128,12.DOI:10.14006/j.jzjgxb.2024.0248

阶梯型梁柱拼接节点抗震性能及恢复力模型研究

Research on seismic performance and hysteretic model of stepped beam-column splicing joints

程欣 1李赟 2安毅 1刘鹏基 2孙峻枫3

作者信息

  • 1. 太原理工大学土木工程学院,山西太原 030024||太原理工大学土木工程防灾与控制山西省重点实验室,山西太原 030024
  • 2. 太原理工大学土木工程学院,山西太原 030024
  • 3. 西南交通大学极端环境岩土和隧道工程智能建养全国重点实验室,四川成都 610031
  • 折叠

摘要

Abstract

The configuration of beam-column joints affects the load transfer characteristics,seismic performance,and installation efficiency of prefabricated steel structures.To meet the mechanical performance and installation efficiency requirements in engineering,a stepped beam-column splicing joint with flush beam flanges was proposed.Three joints with different connection configurations were designed and were subjected to cyclic loading tests.The failure modes,hysteresis curves,skeleton curves,ductility,and energy dissipation of the specimens were discussed.Based on the test results,a FE model validated through experimental data was established using ABAQUS software.Parametric analysis was performed using the proposed model with the cantilever length as a variable.The results indicate that the ultimate bending moment of the joint exceeds the full plastic bending moment of the beam section.The joint exhibits a rotation ductility coefficient exceeding 3.5 in the positive direction,with excellent energy dissipation performance evident from the well-defined hysteresis curves.Increasing the height of the stepped segment and the length of the cantilever segment can effectively enhance the seismic performance of the joint.Considering the asymmetry characteristics of the joint,the Bouc-Wen model was improved,and quantum particle swarm optimization algorithm was used to identify the parameters for the model,establishing the hysteretic model.The results show that the improved Bouc-Wen model can accurately simulate the degradation and asymmetry characteristics of the hysteresis curves for joints.

关键词

装配式钢结构/阶梯型梁柱节点/有限元分析/抗震性能/修正Bouc-Wen模型

Key words

prefabricated steel structure/stepped beam-column joint/FE analysis/seismic performance/modified Bouc-Wen model

分类

土木建筑

引用本文复制引用

程欣,李赟,安毅,刘鹏基,孙峻枫..阶梯型梁柱拼接节点抗震性能及恢复力模型研究[J].建筑结构学报,2025,46(4):117-128,12.

基金项目

山西省基础研究计划优秀青年培育项目(202103021222007),中国博士后科学项目(2021M692862). (202103021222007)

建筑结构学报

OA北大核心

1000-6869

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