| 某超限高层建筑结构风荷载动力响应有限元分析 |
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| 引用本文： | 郭强,赵艳霞,张华锋.某超限高层建筑结构风荷载动力响应有限元分析[J].山西建筑,2014(26):34-35. |
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| 作者姓名： | 郭强 赵艳霞 张华锋 |
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| 作者单位： | 华北水利水电大学;汉嘉设计集团股份有限公司 |
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| 摘 要： | 采用分析软件对某超限高层进行了数值模拟,对其内力、位移进行了分析,通过弹性时程分析计算,研究了结构在风荷载作用下的反应,确定了其在风荷载作用下的整体稳定性。
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| 关 键 词： | 超限高层 风荷载 稳定性 SATWE MIDAS |
The finite element analysis on wind load dynamic response of a overrun high-rise building structure |
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| GUO Qiang;ZHAO Yan-xia;ZHANG Hua-feng.The finite element analysis on wind load dynamic response of a overrun high-rise building structure[J].Shanxi Architecture,2014(26):34-35. |
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| Authors: | GUO Qiang;ZHAO Yan-xia;ZHANG Hua-feng |
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| Affiliation: | GUO Qiang;ZHAO Yan-xia;ZHANG Hua-feng;North China Water Conservancy and Hydropower University;Hanjia Design Group Limited Company by Share; |
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| Abstract: | This paper made numerical simulation to an overrun high-rise building using analysis software,analyzed the internal force,displace-ment,through the elastic time history analysis and calculation,researched the response of structure under wind load,determined its whole stabil-ity under wind load. |
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| Keywords: | overrun high-rise building wind load stability SATWE MIDAS |
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