| RC 框支剪力墙结构抗震性能的研究 |
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| 引用本文： | 李斌,孙祯. RC 框支剪力墙结构抗震性能的研究[J]. 包头钢铁学院学报, 1999, 18(4): 464-472 |
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| 作者姓名： | 李斌 孙祯 |
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| 作者单位： | 包头钢铁学院建筑工程系!内蒙古包头014010 |
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| 摘 要： | 针对RC框支剪力墙结构实际抗震性能的不足，引进了机构控制方法并采用适当的结构措施加以改善该种结构的抗震性能，并通过实验及弹塑性理论分析进行验证，最后提出了将机构控制准则运用于框支剪力墙结构的设计方法。
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| 关 键 词： | 框支剪力墙结构 抗震性能 机构控制 塑性铰 |
| 修稿时间： | 1999-09-091 |
Aseismatic behavior research of RC coupled shear walls supported by frame |
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| LI Bin,SUN Zhen. Aseismatic behavior research of RC coupled shear walls supported by frame[J]. Journal of Baotou University of Iron and Steel Technology, 1999, 18(4): 464-472 |
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| Authors: | LI Bin SUN Zhen |
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| Abstract: | Controlled mechanism theory is introduced and proper structural measure is adopted to improve the aseismatic behavior of RC coupled shear walls supported by frame,which is inefficient in practice.Based on tests and elastic plasticity theory analysis,a design method for RC coupled shear wall is presented,in which controlled mechanism criterion is applied. |
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| Keywords: | RC coupled shear walls structure behavior of aseismatic controlled mechanism plastic hinge |
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