| 某超限高层的抗震设计分析 |
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| 引用本文： | 郑建峰.某超限高层的抗震设计分析[J].山西建筑,2012,38(14):39-41. |
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| 作者姓名： | 郑建峰 |
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| 作者单位： | 山西省建筑设计研究院,山西太原,030013 |
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| 摘 要： | 通过对设防烈度为8度地区某竖向不规则超限高层的结构设计分析,给出了此类超限高层的设计分析过程及要点,并提出相应的结构构造措施,为同类超限高层的设计提供参考。
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| 关 键 词： | 超限高层 塔楼偏置 竖向不规则 |
On anti-seismic design analysis of some ultralimit high-rise buildings |
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| ZHENG Jian-feng.On anti-seismic design analysis of some ultralimit high-rise buildings[J].Shanxi Architecture,2012,38(14):39-41. |
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| Authors: | ZHENG Jian-feng |
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| Affiliation: | ZHENG Jian-feng(Shanxi Architectural Design and Research Institute,Taiyuan 030013,China) |
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| Abstract: | According to the analysis of the structural design of some vertical irregularity ultralimit high-rise building at some place whose fortification intensity is 8,the paper provides the design analysis process of the ultralimit high-rise buildings and points,and points out the respective structural component measures,so as to provide the reference for the design of similar ultralimit high-rise buildings. |
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| Keywords: | ultralimit high-rise buildings tower bias vertical irregularity |
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