摘要
采用ABAQUS有限元软件,建立了带竖缝钢筋混凝土空心剪力墙的非线性有限元分析模型,对已有的带竖缝钢筋混凝土空心剪力墙试件进行了模拟分析,有限元分析结果与试验数据吻合较好。在此基础上,进行了带竖缝低矮剪力墙、内埋空心管低矮剪力墙、开通缝低矮剪力墙等不同抗震措施低矮剪力墙受力性能分析,提出了一种新型低矮剪力墙结构形式——内埋空心管低矮剪力墙,为后续的进一步研究提供参考。
The nonlinear finite element analysis models of the reinforced concrete hollow shear walls with vertical seams were established by using the ABAQUS software. The paper analyzed and simulated the mechanical be- haviors of the existing reinforced concrete hollow shear walls with vertical seams, and the results of the finite ele- ment analysis were in good agreement with the experimental results. On this basis, the paper also analyzed the mechanical behaviors under earthquake of different shear walls including the low-rise shear wall with vertical seams, the low-rise shear wall with hollow pipe embedded and the low-rise shear wall with vertical straight-lint joint, thus a new type of low-rise shear wall structure-the low-rise shear wall with hollow pipe embedded was put forward, which can be a reference for the further experimental study.
出处
《苏州科技学院学报（工程技术版）》
CAS
2014年第3期13-17,共5页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
江苏省研究生科研创新项目(CXLX12_0872)
关键词
钢筋混凝土
竖缝
空心低矮剪力墙
受力性能
有限元分析
the reinforced concrete
vertical seams
hollow low-rise shear wall
mechanical behaviors
finite element analysis
