| 地基不均匀沉降后的某框架结构安全性分析 |
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| 引用本文： | 董诚,刘兴远,张琦彬.地基不均匀沉降后的某框架结构安全性分析[J].后勤工程学院学报,2004,20(2):41-44. |
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| 作者姓名： | 董诚 刘兴远 张琦彬 |
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| 作者单位： | 后勤工程学院,军事土木工程系,重庆,400041 |
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| 摘 要： | 由于某框架结构在施工过程中发生了明显的不均匀沉降,结构体可能存在安全隐患。为此,对该框架结构进行了现场检测,根据检测结果,应用大型有限元软件ANSYS对地基变形后的结构安全性进行分析,合理评价了结构性能,其工程经验可供参考。
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| 关 键 词： | 框架结构 不均匀地基沉降 ANSYS 内力计算 安全性分析 |
| 文章编号： | 1672-7843(2004)02-0041-04 |
| 修稿时间： | 2004年1月6日 |
The Security Analysis of the Framework Structure with Unequal Foundation Settlement |
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| DONG Cheng,LIU Xin - yuan,ZHANG Qi - bin.The Security Analysis of the Framework Structure with Unequal Foundation Settlement[J].Journal of Logistical Engineering University,2004,20(2):41-44. |
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| Authors: | DONG Cheng LIU Xin - yuan ZHANG Qi - bin |
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| Abstract: | A framework building had an unequal ground settlement during construction of building. We examined the building on site and analyzed the interior force of the unequal ground settlement of the building with a finite element software AN-SYS. At last, with the detection and academic data, we drew a reasonable conclusion that the framework building can work well. |
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| Keywords: | framework structure unequal foundation settlement ANSYS stress analysis analysis of security |
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