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.
作者
朱林
Zhu Lin(Henan Polytechnic University,Jiaozuo 454000,China)
出处
《山西建筑》
2020年第2期36-38,共3页
Shanxi Architecture
关键词
剪力墙
冷弯型钢
抗震性能
有限元分析
shear wall
cold-formed steel
seismic behavior
finite element analysis
