冷弯型钢混凝土剪力墙抗震性能有限元分析  

Finite element analysis of seismic behavior of cold-formed steel reinforced concrete shear wall

作　　者：朱林[1] Zhu Lin(Henan Polytechnic University,Jiaozuo 454000,China)

机构地区：[1]河南理工大学

出　　处：《山西建筑》2020年第2期36-38,共3页Shanxi Architecture

摘　　要：利用有限元软件ABAQUS对参考文献中的试件进行数值模拟分析,模拟结果与试验吻合较好。在此基础上,分析剪跨比对结构抗震性能的影响,为该结构在高层建筑中的应用提供参考。The specimen was established by finite element analysis software ABAQUS in the references,the results are compatible with the experimental data. On this basis,the influence of shear span ratio on the seismic performance of the structure is analyzed,which provides a reference for the application of the structure in high-rise buildings.

关 键 词：剪力墙 冷弯型钢 抗震性能 有限元分析 

分 类 号：TU398.2[建筑科学—结构工程]