| 某超限高层的抗震性能分析 |
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| 引用本文： | 龚胡广. 某超限高层的抗震性能分析[J]. 山西建筑, 2008, 34(30) |
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| 作者姓名： | 龚胡广 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西,南宁,530023 |
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| 摘 要： | 针对广西某超限高层进行了抗震性能的计算分析,讨论了超限高层抗震设计计算分析中需注意的方面,并对结构进行了补充弹性动力时程分析,结果显示,该结构在竖向虽然有大开洞,但无明显薄弱层,结构抗震性能满足规范要求.
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| 关 键 词： | 超限高层建筑 时程分析 抗震设计 |
Anti-seismic property analysis of the out-of-codes tall building |
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| GONG Hu-guang. Anti-seismic property analysis of the out-of-codes tall building[J]. Shanxi Architecture, 2008, 34(30) |
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| Authors: | GONG Hu-guang |
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| Affiliation: | GONG Hu-guang |
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| Abstract: | Aiming at the calculate and analyze of anti-seismic of the out-of-codes tall building in Guangxi,some notices existed in the anti-seismic design calculation and analyzation of out-of-codes tall building are discussed.An addition,the impetus time history analysis of structure is proposed.The results shows that the tall building with vertical opening hole has no weakness story,and the anti-seismic property of the tall building can meet the requirements of the standards. |
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| Keywords: | out-of-codes tall building time history analysis anti-seismic design |
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