摘要
应用ANSYS有限元分析软件对保温模块带孔剪力墙在单向水平荷载作用下的力学性能进行了数值模拟分析,并对保温模块带孔剪力墙同整截面剪力墙的破坏情况﹑承载力﹑变形性能等进行了比较,结果表明,保温模块带孔剪力墙同整截面剪力墙(考虑洞口影响)有着大致相似的性能。
In order to understand the evolution of deformation, crack pattern, load of the R.C.grill wall, the full wall and grill wall are studied by ANSYS which is a finite element analysis program. Nonlinear FEM analysis is carried out under the load. From comparison of the destroyed conformation and load, deformation, grill wall have some resemble with the shear wall (consideration of the influence of the hole).
出处
《土工基础》
2004年第5期76-79,共4页
Soil Engineering and Foundation
