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带多块混凝土板的防屈曲钢板剪力墙边缘柱内力需求计算分析

韩启浩 李俊如 汪大洋 赵宇飞

计算力学学报2025,Vol.42Issue(5):831-838,8.
计算力学学报2025,Vol.42Issue(5):831-838,8.DOI:10.7511/jslx20240412001

带多块混凝土板的防屈曲钢板剪力墙边缘柱内力需求计算分析

In ternal forces demand calculation of boundary columns of buckling-restrained steel plate shear wall with multi-concrete panels

韩启浩 1李俊如 1汪大洋 2赵宇飞1

作者信息

  • 1. 江西理工大学土木与测绘工程学院,赣州 341000
  • 2. 广州大学土木工程学院,广州 510006
  • 折叠

摘要

Abstract

Small cross-sections of boundary elements easily induce the"internal tension"phenomenon of steel plate shear walls,making it difficult to fully utilize the seismic performance of buckling-restrained steel plate shear walls.The design of cross-sections of boundary elements is related to their internal force requirements,and analyzing the internal force requirements of boundary columns is meaningful.Based on the proposed buckling-restrained steel plate shear wall with multi-concrete panels(MBRSPSW),the analytical expressions for the internal force of the boundary column of the MBRSPSW were theoretically derived in this paper.Combined with the experimental research on the buckling-restrained steel plate shear wall horizontally assembled multi-concrete panels(H-MBRSPSW),its numerical model was established and verified.The internal force distributions of the boundary column obtained from numerical analysis and analytical calculation were further compared.The research results indicate that the inner steel plates in the MBRSPSW are divided into constrained regions and unconstrained regions.The axial force,shear force,and bending moment distributions of the boundary column from the analytical calculation results agree with those from the numerical analysis results,and the internal force calculation expressions of the boundary column are correct.The research results can provide a reference for the design of this category of steel plate shear walls.

关键词

防屈曲钢板剪力墙/多块混凝土板/边缘柱/内力需求/解析计算

Key words

buckling-restrained steel plate shear wall/multi-concrete panels/boundary columns/internal forces demand/analytical calculation

分类

土木建筑

引用本文复制引用

韩启浩,李俊如,汪大洋,赵宇飞..带多块混凝土板的防屈曲钢板剪力墙边缘柱内力需求计算分析[J].计算力学学报,2025,42(5):831-838,8.

基金项目

国家自然科学基金(52378496 ()

52178467) ()

江西省自然科学基金(20242BAB20226) (20242BAB20226)

江西省教育厅项目(GJJ210858) (GJJ210858)

江西理工大学高层次人才项目(2021001)资助. (2021001)

计算力学学报

OA北大核心

1007-4708

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