| 钢筋混凝土框架抗倒塌与抗震设计的对比分析 |
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| 引用本文： | 明伟.钢筋混凝土框架抗倒塌与抗震设计的对比分析[J].山西建筑,2008,34(3):19-20. |
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| 作者姓名： | 明伟 |
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| 作者单位： | 河北理工大学建筑工程学院,河北,唐山,063009 |
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| 基金项目： | 国家自然科学基金资助课题项目(项目编号:50478114) |
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| 摘 要： | 以一栋六层框架结构为例,对其抗倒塌设计与抗震设计的结果进行了分析,研究结果表明,抗倒塌设计不同于抗震设计,并提出抗倒塌设计的一些措施,为将来工程抗倒塌设计和相关方面的设计提供了参考依据。
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| 关 键 词： | 钢筋混凝土框架 抗倒塌设计 抗震设计 |
| 文章编号： | 1009-6825（2008）03-0019-02 |
| 收稿时间： | 2007-09-17 |
| 修稿时间： | 2007年9月17日 |
The contrast analysis of design of reinforced concrete frame buildings to prevent progressive collapse and to resist earthquake |
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| MING Wei.The contrast analysis of design of reinforced concrete frame buildings to prevent progressive collapse and to resist earthquake[J].Shanxi Architecture,2008,34(3):19-20. |
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| Authors: | MING Wei |
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| Abstract: | A six-storey frame structure is taken as an example,an extensive analysis of design to prevent progressive collapse and to resist earthquake is carry out.The analysis results show that design of reinforced concrete frame to prevent progressive collapse is different from to resist earthquake,and the measure to prevent progressive collapse is taken in order to reference to engineering in the future. |
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| Keywords: | reinforced concrete frame design to resist progressive collapse design to resist earthquake |
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