| 钢框架带缝钢板剪力墙抗震性能分析 |
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| 引用本文： | 徐松芝,袁朝庆,卢召红. 钢框架带缝钢板剪力墙抗震性能分析[J]. 低温建筑技术, 2012, 34(11): 81-82 |
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| 作者姓名： | 徐松芝 袁朝庆 卢召红 |
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| 作者单位： | 东北石油大学土木建筑工程学院,黑龙江大庆,163318 |
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| 摘 要： | 使用ANSYS有限元软件对钢框架带缝钢板剪力墙结构单元在不同地震波、不同地震加速度作用下的抗震性能进行了有限元对比分析。结果表明,对于同一种地震波,钢框架-带缝钢板剪力墙结构随着地震波加速度的增大,顶点位移增大,基底剪力增大;滞回性能良好。表明钢框架带缝钢板剪力墙结构单元具有良好的抗震性能。
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| 关 键 词： | 钢框架带缝钢板剪力墙 滞回性能 抗震性能 |
THE ANALYSIS ON SEISMIC PROPERTY OF STEEL FRAME-STEEL PLATE SHEAR WALL WITH SLITS |
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| XU Song-zhi , YUAN Chao-qing , LU Zhao-hong. THE ANALYSIS ON SEISMIC PROPERTY OF STEEL FRAME-STEEL PLATE SHEAR WALL WITH SLITS[J]. Low Temperature Architecture Technology, 2012, 34(11): 81-82 |
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| Authors: | XU Song-zhi YUAN Chao-qing LU Zhao-hong |
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| Affiliation: | ( School of Civil Engi. , Northeast Petroleum Univ. , Heilongjiang Daqing 163318, China) |
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| Abstract: | The finite element analysis on single steel frame-steel plate wall with slits on the different seismic waves, different earthquake acceleration are conducted by ANSYS. The results showed that the vertex displacement and base shear increases with the earthquake acceleration increasing on the same terms of seismic wave steel frame-steel plate shear wall with slits has a good hysteretic property. The steel frame-steel plate shear wall with slits has good seismic performance. |
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| Keywords: | frame-steel shear wall with slits hysteretic behavior seismic property |
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