| 框架结构梁柱节点的抗震性能分析 |
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| 引用本文： | 张旭宏,董艳秋.框架结构梁柱节点的抗震性能分析[J].交通科技与经济,2008,10(4):13-14. |
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| 作者姓名： | 张旭宏 董艳秋 |
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| 作者单位： | 黑龙江工程学院,土木工程系,黑龙江,哈尔滨,150050 |
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| 摘 要： | 框架结构主要靠延性来抵抗较大地震作用下的非弹性变形。梁柱节点核心区是保证框架承载力和延性的关键部位，分析了影响钢筋混凝土框架节点抗震性能的因素，为钢筋混凝土框架节点的抗震设计提供理论参考，确保结构设计安全经济。
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| 关 键 词： | 框架结构 节点 抗震性能 分析 |
Analysis of Earthquake Resistance Performance on the Node of Beam and Column in Frame Structure |
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| ZHANG XU-hong,DONG YAN-qiu.Analysis of Earthquake Resistance Performance on the Node of Beam and Column in Frame Structure[J].Technology & Economy in Areas of Communications,2008,10(4):13-14. |
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| Authors: | ZHANG XU-hong DONG YAN-qiu |
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| Institution: | (Dep. of Civil Engineering, Heilongjiang Institute of Technology, Harbin 150050,China) |
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| Abstract: | The performance portal frame construction mainly depends on the ductility to resist under the bigger earthquake function the inelastic distortion,therefore,under the earthquake function,the structure ductility and the structure intensity has the equally important significance.Beam and column core area is guaranteed the frame supporting capacity and the ductility essential spot,it analyzes some factors of the reinforced concrete frame pitch point earthquake resistance performance,and is referred when reinforced concrete frame pitch point earthquake resistance design. |
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| Keywords: | frame structure node earthquake resistance performance analyze |
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