ANSYS在窗肚墙抗震性能研究中的运用  

The application of ANSYS in earthquake resistant capability of window belly wall

作　　者：王晓天[1] 常伏德[1] 范国庆[1] 

机构地区：[1]长春工程学院土木工程学院,长春130012

出　　处：《长春工程学院学报（自然科学版）》2006年第4期4-6,共3页Journal of Changchun Institute of Technology：Natural Sciences Edition

摘　　要：运用有限元软件ANSYS对一特定的5层砖房在水平地震作用下的受力进行了模拟计算,着重分析了窗肚墙和窗间墙的受力情况,验证了理论计算已得出的在地震作用下窗肚墙与窗间墙危险程度相近的结论。同时,介绍了砌体结构利用ANSYS软件进行结构有限元分析的基本过程。This paper presents simulation calculating results of the force in specific 5 floor brick building imposed on horizontal earthquake force,using finite element (ANSYS) program.The force in window belly wall and spandrel pier between windows is mainly calculated.The conclusion known is drawn that window belly wall is the same dangerous as the spandrel pier between windows when they are imposed horizontal earthquake force.Meanwhile the paper introduces the basic process that structure analysis of brick building is worked out by finite element program(ANSYS).

关 键 词：ANSYS 窗肚墙 窗间墙 剪应力 

分 类 号：TU976[建筑科学]