| 纵横加劲肋钢板剪力墙弹性屈曲性能分析 |
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| 引用本文： | 侯蕾,刘皓.纵横加劲肋钢板剪力墙弹性屈曲性能分析[J].山西建筑,2010,36(4):64-65. |
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| 作者姓名： | 侯蕾 刘皓 |
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| 作者单位： | 中国建筑东北设计研究院有限公司,辽宁沈阳,100006 |
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| 摘 要： | 运用ANSYS有限元软件对高厚比在200~800范围内的纵横加劲肋钢板剪力墙进行了弹性屈曲性能分析,以了解加劲板弹性屈曲应力对比用钢量是否有相应的增加程度,从而为纵横加劲肋钢板剪力墙屈曲性能分析提供依据。
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| 关 键 词： | 纵横加劲肋钢板剪力墙 有限元分析 弹性屈曲 |
Analysis on elastic flexibility performance of the crossbar stiffener plate shearing wall |
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| HOU Lei,LIU Hao.Analysis on elastic flexibility performance of the crossbar stiffener plate shearing wall[J].Shanxi Architecture,2010,36(4):64-65. |
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| Authors: | HOU Lei LIU Hao |
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| Affiliation: | HOU Lei LIU Hao |
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| Abstract: | It utilizes the ANSYS finite element software to get elastic flexibility performance on the crossbar stiffener plate shearing wall in range of 200 to 800 depth-thickness ratio,so as to understand that if the stiffener plate elastic flexibility forcing has corresponding increasing degree comparing with steel consumption,thus providing basis for elastic flexibility performance of the crossbar stiffener plate shearing wall. |
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| Keywords: | crossbar stiffener plate shearing wall finite element analysis elastic flexibility |
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