| 钢筋混凝土结构抗震承载力及延性的探讨 |
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| 引用本文： | 胡晓宇.钢筋混凝土结构抗震承载力及延性的探讨[J].华东交通大学学报,2008,25(6):21-23. |
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| 作者姓名： | 胡晓宇 |
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| 作者单位： | 华中科技大学,土木工程与力学学院,湖北,武汉,470074 |
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| 摘 要： | 提出了抗震能力系数，给出了判断结构抗震能力强弱的方法，由此得出抗震结构若具备足够承载能力，其延性要求可以适当降低，并且结构屈服承载力对结构抗震能力的影响程度更大，从而认为不宜将结构设计得抗震承载能力过低，而片面追求结构延性．
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| 关 键 词： | 抗震 承载能力 延性 抗震能力系数 |
A Discussion on Seismic Capability and Ductility of Reinforced Concrete Structure |
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| HU Xiao-yu.A Discussion on Seismic Capability and Ductility of Reinforced Concrete Structure[J].Journal of East China Jiaotong University,2008,25(6):21-23. |
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| Authors: | HU Xiao-yu |
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| Institution: | HU Xiao-yu(School of Civil Engineering , Mechanics,Huazhong University of Science , Technology,Wuhan 470074,China) |
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| Abstract: | In this paper,coefficient of seismic capability is advanced,and method of judging seismic capability is presented.If seismic structure possesses enough carrying capability,the ductility of structure may be deceased relatively besides and structure yield capability will have a greater influence on the seismic capability.Therefore,it is not suitable to design structure of weak seismic capability to gain greater ductility. |
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| Keywords: | seismic carrying capability ductility coefficient of seismic capability |
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