| ANSYS在窗肚墙抗震性能研究中的运用 |
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| 引用本文： | 王晓天,常伏德,范国庆.ANSYS在窗肚墙抗震性能研究中的运用[J].长春工程学院学报(自然科学版),2006,7(4):4-6. |
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| 作者姓名： | 王晓天 常伏德 范国庆 |
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| 作者单位： | 长春工程学院,土木工程学院,长春,130012;长春工程学院,土木工程学院,长春,130012;长春工程学院,土木工程学院,长春,130012 |
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| 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。
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| 关 键 词： | ANSYS 窗肚墙 窗间墙 剪应力 |
| 文章编号： | 1009-8984(2006)04-0004-03 |
| 修稿时间： | 2006年9月6日 |
The application of ANSYS in earthquake resistant capability of window belly wall |
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| WANG Xiao-tian,et al..The application of ANSYS in earthquake resistant capability of window belly wall[J].Journal of Changchun Institute of Technology(Natural Science Edition),2006,7(4):4-6. |
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| Authors: | WANG Xiao-tian |
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| Abstract: | 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). |
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| Keywords: | ANSYS window belly wall spandrel pier between window shear stress |
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