| 混凝土框架结构的抗连续性倒塌设计方法 |
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| 引用本文： | 叶列平,陆新征,李易,梁益,马一飞.混凝土框架结构的抗连续性倒塌设计方法[J].建筑结构,2010(2). |
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| 作者姓名： | 叶列平 陆新征 李易 梁益 马一飞 |
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| 作者单位： | 清华大学土木工程系; |
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| 基金项目： | 国家科技支撑计划课题(2006BAJ03A02);;国家自然科学基金重大研究计划重点项目资助(90815025);;国家科技支撑计划项目(2009BAJ28B01) |
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| 摘 要： | 介绍了各国规范关于结构抗连续性倒塌的设计目标和有关设计规定。结合按我国规范设计的钢筋混凝土框架结构的实际情况和抗连续倒塌设计目标,在大量分析研究的基础上,提出了对我国框架结构抗连续性倒塌的概念设计方法、拉结强度设计方法和拆除构件设计法,并给出了有关配筋构造措施。
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| 关 键 词： | 框架结构 抗连续性倒塌 拉结强度法 拆除构件法 配筋构造 |
Design method on the progressive-collapse-resistance of RC frames |
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| Ye Lieping,Lu Xinzheng,Li Yi,Liang Yi,Ma Yifei.Design method on the progressive-collapse-resistance of RC frames[J].Building Structure,2010(2). |
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| Authors: | Ye Lieping Lu Xinzheng Li Yi Liang Yi Ma Yifei |
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| Affiliation: | Department of Civil Engineering;Tsinghua University;Beijing 100084;China |
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| Abstract: | Design objectives and corresponding specifications of the progressive-collapse-resistance in different codes of foreign countries are introduced.Based on a number of calculations,with the consideration of the actual structures designed according to Chinese codes and the design objectives for Chinese structures,the design methods for the progressive-collapse-resistance of Chinese RC frame structures are proposed,which include conceptual method,tie force method and alternate load path method,together with cor... |
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| Keywords: | frame structure progressive-collapse-resistance tie force method alternate load path method detail design |
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