| 钢筋混凝土框架结构延性抗震的能力设计方法 |
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| 引用本文： | 李有香.钢筋混凝土框架结构延性抗震的能力设计方法[J].合肥学院学报(自然科学版),2012(4):80-82. |
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| 作者姓名： | 李有香 |
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| 作者单位： | 安徽水利水电职业技术学院建筑工程系 |
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| 摘 要： | 现在的多数高层建筑中，钢筋混凝土框架结构是最常用的结构形式．结构抗震的本质就是延性，提高延性可以增加结构抗震潜力，增强结构抗倒塌能力．通过介绍钢筋混凝土框架梁、柱和节点的能力设计方法．该设计使结构具有更加足够的强度和良好的延性，具有较好的抗震性能．
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| 关 键 词： | 框架结构 抗震 延性设计 能力设计方法 |
Capacity Design Method on Seismic Ductility of Reinforced Concrete Frame Structure |
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| LI You-xiang.Capacity Design Method on Seismic Ductility of Reinforced Concrete Frame Structure[J].Journal of Hefei University :Natural Sciences,2012(4):80-82. |
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| Authors: | LI You-xiang |
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| Institution: | LI You-xiang(Department of Architectural Engineering,Anhui Water Conservancy Technical College,Hefei 231603) |
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| Abstract: | Reinforced concrete structure is used in muhistory and high rise building commonly. Improving the ductility can strengthen the potentiality of anti-earthquake, increase the ability of anti- collapse. Structure has a strong intensity, good ductility and excellent ability of anti-earthquake using the ductility design based on corrective elasticity analyzing method. The paper introduces capacity design method on reinforced concrete frame beams, columns and joints |
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| Keywords: | frame structure anti-earthquake ductility design capacity design method |
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