斜拉筋加固砌体结构受力性能的有限元分析  

The finite element analysis of the stressed performance of strip-stayed and strengthened walls

作　　者：施荣[1] 原国华[2] 

机构地区：[1]酒泉职业技术学院 [2]兰州理工大学土木工程学院

出　　处：《山西建筑》2009年第4期85-86,共2页Shanxi Architecture

摘　　要：在试验基础上,借助有限元分析软件,对砖砌体结构在水平力作用下的受力性能和破坏机理进行了非线性有限元分析,并得出了相应的计算分析结果,以推广有限元分析在土木工程中的应用。Based on tests, the paper has a non-linear finite element analysis of the stressed performance and the damage mechanism of the brick walls under the effect of the horizontal force, by using the finite analysis software, and concludes the results of the analysis and calculation, in order to expand the application of the finite analysis in the engineering projects.

关 键 词：斜拉筋 砌体结构 有限元分析 

分 类 号：TU312[建筑科学—结构工程]