模块装配式组合钢板剪力墙抗剪承载力研究  

SHEAR CAPACITY OF STEEL-PLATE SHEAR WALL BY MODULAR ASSEMBLING

作　　者：陈海森 CHEN Haisen(Guangzhou Urban Planning,Survey and Design Institute,Guangzhou 510000,China)

机构地区：[1]广州市城市规划勘测设计研究院,广州510000

出　　处：《低温建筑技术》2020年第7期83-87,共5页Low Temperature Architecture Technology

摘　　要：传统组合钢板剪力墙结构研究以整体结构为主,在模块化研究上有所不足。基于一组模块装配式组合钢板剪力墙试验,利用ABAQUS有限元软件建立剪力墙结构有限元模型进行模拟分析,并根据组合剪力墙抗剪机理,对模块装配式组合钢板剪力墙抗剪承载力计算方法提出建议。经分析结果表明:所建立的ABAQUS有限元模型可以很好的模拟出剪力墙受力性能。所推导的抗剪屈服承载力公式计算结果与有限元模拟结果较为吻合,能很好地反映钢板剪力墙抗剪性能。The traditional research on the composite steel-plate shear wall structure is mainly from the whole structure angle,however,the research on the modularized form is deficient.In this context,the finite element model of shear wall structure is established by ABAQUS based on a group of tests of modular assembled composite steel plate shear wall.Furthermore,the calculation method of shear capacity of modular assembled composite steel plate shear wall is proposed according to the shear mechanism of composite shear wall.The results show that the model can simulate the shear wall performance well,moreover,the shear yield capacity formula are similar to those of the finite element simulation,which can well reflect the shear performance of the steel plate shear wall.

关 键 词：装配式 组合钢板剪力墙 抗剪承载力 

分 类 号：TU352.1[建筑科学—结构工程]