摘要
利用ADINA分析程序建立了非线性有限元多层结构分析模型,分析了其在地震作用下的受力破坏特征及抗震性能,指出薄钢板剪力墙能够有效的提高结构的抗震性能,具有广阔的应用前景。
An ADINA nonlinear finite element multi-storey model was established in this paper, and the load-carting capacity, seismic behavior under earthquake load were analyzed in detail, pointed out that the thin steel-plate shear wall could effectively improve the seismic performance of the structure, had broad application prospect.
出处
《山西建筑》
2014年第30期57-58,共2页
Shanxi Architecture
基金
河北理工大学科学研究基金项目(项目编号:Z0820)
关键词
剪力墙
薄钢板
有限元
shear wall, thin steel-plate, FEM
