建筑结构学报2017，Vol.38Issue(10)：51-58,8.DOI:10.14006/j.jzjgxb.2017.10.006
防屈曲钢板剪力墙受剪承载力计算模型
Mechanical model for shear bearing capacity of buckling restrained steel plate shear walls
摘要
Abstract
A mechanical model for shear bearing capacity of buckling restrained steel plate shear walls was developed based on their stress distribution.It was considered that the shear bearing capacity was provided by the effective shear field of the panel and edge support members.A uniform formula for shear bearing capacity of buckling restrained steel plate shear walls was developed and validated by comparing with experimental and numerical results,and the specification.Further analysis shows that in range of practical aspect ratios of 0.5-2.0,the effective shear area varies in 20％-55％ of the whole panel of the shear walls connected with only beams,and the bearing capacity is reduced by 10％-52％ compared with that of the walls connected with both beams and columns.Its safety margin is lower than that of the walls connected with beams and columns and the walls with added side columns because of tearing at the corners in advance.The feasibility of adding columns at both vertical edges of the walls connected only with beams was illustrated by an example.The requirement of side-column section areas was proposed to ensure an effective shear stress field in whole panel.关键词
防屈曲钢板剪力墙/端柱/计算模型/受剪承载力/低幅屈曲Key words
buckling restrained steel plate shear wall/side-column/calculation model/shear bearing capacity/low amplitude buckling分类
建筑与水利引用本文复制引用
吴兆旗,侯健,周观根,李相勇..防屈曲钢板剪力墙受剪承载力计算模型[J].建筑结构学报,2017,38(10):51-58,8.基金项目
国家发改委低碳技术创新及产业化项目,福建省高等学校新世纪优秀人才支持计划(JA13022). （JA13022）
