| 某斜支撑刚架失稳破坏分析 |
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| 引用本文： | 许晋平,刘惠敏.某斜支撑刚架失稳破坏分析[J].山西建筑,2007,33(27):80-81. |
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| 作者姓名： | 许晋平 刘惠敏 |
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| 作者单位： | 1. 深圳中广核设计有限公司,广东,深圳,518000
2. 深圳赤晓组合房有限公司,广东,深圳,518067 |
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| 摘 要： | 结合工程实例,对斜支撑刚架杆系进行了有限元一阶分析,得出结构处于失稳破坏状态,为找出失稳原因,对斜支撑刚架进行了有限元二阶分析及稳定性分析,通过理论分析,得出了解决方法,以供设计人员参考。
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| 关 键 词： | 斜支撑刚架 失稳破坏 有限元分析 |
| 文章编号： | 1009-6825（2007）27-0080-02 |
| 修稿时间： | 2007-04-18 |
Analysis of instability failure of certain inclined bracing steel frame |
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| XU Jin-ping,LIU Hui-min.Analysis of instability failure of certain inclined bracing steel frame[J].Shanxi Architecture,2007,33(27):80-81. |
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| Authors: | XU Jin-ping LIU Hui-min |
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| Affiliation: | XU Jin-ping LIU Hui-min |
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| Abstract: | Combined with practical engineering,this paper carries out finite element first-order analysis of inclined bracing steel framed system,draws a conclusion that the structure is in the state of instability failure,carries out finite element second-order analysis and stability analysis of inclined bracing steel frame to find out the causes of instability,and gets solutions through theoretical analysis,which to offer a reference for designers. |
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| Keywords: | inclined bracing steel frame instability failure finite element analysis |
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