| 钢筋混凝土框架结构的抗震性能及设计问题 |
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| 引用本文： | 许璐.钢筋混凝土框架结构的抗震性能及设计问题[J].山西建筑,2009,35(24):70-71. |
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| 作者姓名： | 许璐 |
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| 作者单位： | 贵州大学土木建筑工程学院结构工程专业,贵州,贵阳,550003 |
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| 摘 要： | 结合结构抗震的本质和抗震延性要求,介绍了钢筋混凝土框架结构在地震作用下的两种破坏机制,通过分析比较两种破坏机制,提出了＂强柱弱梁＂＂强剪弱弯＂及构造措施,从而完善框架结构抗震设计。
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| 关 键 词： | 框架结构 延性 抗震能力 构造措施 |
Anti-seismic performance and design problem of the reinforced concrete frame structure |
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| XU Lu.Anti-seismic performance and design problem of the reinforced concrete frame structure[J].Shanxi Architecture,2009,35(24):70-71. |
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| Authors: | XU Lu |
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| Abstract: | Combining with the essence and anti-seismic ductility requirements of the structure anti-seismic, introduces two destroy mechanisms of the reinforced concrete frame structure on the effect of the earthquake, according to the analysis on the two destroy mechanisms, provides the design method of improving structural anti-seismic capacity, such as the strong column weak beam, strong shear weak bending, and the structure measures, thus performing the frame structure anti-seismic design. |
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| Keywords: | frame structure ductility anti-seismic capacity structure measure |
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