| 底框—抗震墙结构抗震性能的探讨 |
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| 引用本文： | 徐丽丽,阳利君.底框—抗震墙结构抗震性能的探讨[J].价值工程,2010,29(6):225-225. |
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| 作者姓名： | 徐丽丽 阳利君 |
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| 作者单位： | 1. 广西交通职业技术学院,南宁,530023
2. 广西正高工程技术有限公司,南宁,530023 |
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| 摘 要： | 围绕底框抗震性能比较差的问题,结合具体工程实例,着重讨论了如何去优化平面布置,在抗震设计上如何通过概念设计及构造措施加以解决。
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| 关 键 词： | 底框 概念设计 刚度比 抗震墙 |
Underframe-Discuss on the Earthquake Resistant Capability of Shear Wall Structure |
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| Xu Lili,Yang Lijun.Underframe-Discuss on the Earthquake Resistant Capability of Shear Wall Structure[J].Value Engineering,2010,29(6):225-225. |
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| Authors: | Xu Lili Yang Lijun |
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| Institution: | Xu Lili Yang Lijun (Guangxi Vocational and Technical Institute of Transportation, Nanning 530023, China ; Guangxi Zhenggao Construction Technology Co., Ltd., Nanning 530023, China ) |
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| Abstract: | Based on the poor seismic performance of frame and combined with specific examples of projects,how to optimize layout,the seismic design concept and how to solve them by design and construct measures are discussed. |
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| Keywords: | bottom frame conceptual design stiffness ratio shear wall |
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