| 双层钢板组合剪力墙的抗震性能研究 |
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| 引用本文： | 谢京臣,祝文君,马军.双层钢板组合剪力墙的抗震性能研究[J].特种结构,2012,29(3):6-10. |
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| 作者姓名： | 谢京臣 祝文君 马军 |
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| 作者单位： | 1. 东南大学土木工程学院 南京210096
2. 法国图卢兹大学 |
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| 摘 要： | 利用有限元理论,对双层钢板组合剪力墙进行低周往复加载,考察了跨高比、内填混凝土板厚度、钢板厚度的变化对该种剪力墙抗震性能的影响,并得出相关结论。
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| 关 键 词： | 组合钢板剪力墙 抗震性能 滞回曲线 骨架曲线 |
Research on the Seismic Behavior of Bi-steel-plate Composite Shear Wall |
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| Xie Jingchen Zhu Wenjun MaJun.Research on the Seismic Behavior of Bi-steel-plate Composite Shear Wall[J].Special Structures,2012,29(3):6-10. |
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| Authors: | Xie Jingchen Zhu Wenjun MaJun |
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| Affiliation: | 1. School of Civil Engineering, Southeast University, Nanjing 210096, China; 2. University of Toulouse, France |
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| Abstract: | The finite element theory and low-cycle load are employed to research the seismic behaviors of the bi-steel-plate composite shear wall. The effects of the changing of high-length rate, concrete-plate thickness and steel-plate thickness on the seismic behavior have also been studied and the corresponding conclusions are also concluded. |
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| Keywords: | Bi-steel-plate composite shear wall Seismic behavior Hysteretic curve Skeleton curve |
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