非承重砌体墙抗震承载力有限元分析  

FINITE ELEMENT ANALYSIS OF SEISMIC BEARING CAPACITY OF NON-BEARING MASONRY WALLS

作　　者：杨德健[1] 姚猛[1] 陈万山[1] 

机构地区：[1]天津城市建设学院土木工程系,天津300384

出　　处：《工业建筑》2009年第S1期196-199,312,共5页Industrial Construction

基　　金：天津市建委科技发展重点计划项目(2006-2)

摘　　要：在采用ANSYS进行砌体结构非线性有限元分析方面,目前还缺乏可以借鉴的普遍性研究结论。应用ANSYS对非承重砌体墙进行非线性有限元分析,并与试验作比较,论证ANSYS对于砌体结构分析的适用性。并在此基础之上,通过改变砌体墙的材料强度和构造措施等有关参数分类计算,对其抗震承载力和变形能力进行了相应的比较。ANSYS has become an effective tool for non-bearing structure,but there are few common conclusions for reference.Based on the test results of typical seismic bearing capacity of non-bearing masonry walls,the applicability of ANSYS is studied.On this foundation,calculation and comparison of seismic bearing capacity and deformability are made by changing the parameter of material and structural measures.

关 键 词：非承重砌体墙 抗震承载力 ANSYS 非线性 有限元分析 

分 类 号：TU352.11[建筑科学—结构工程]