| 某医院医疗综合楼超限高层结构设计 |
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| 引用本文： | 何小燕,张磊,李亚. 某医院医疗综合楼超限高层结构设计[J]. 山西建筑, 2014, 0(2): 45-46 |
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| 作者姓名： | 何小燕 张磊 李亚 |
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| 作者单位： | 中国中元国际工程公司,北京100089 |
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| 摘 要： | 以某医院医疗综合楼结构设计为例,分别采用振型分解反应谱法、弹性时程分析和pushover分析方法对该工程进行了抗震性能研究,并对整个结构的关键构件提出了中震及大震的抗震性能目标,使其满足"小震不坏,中震可修,大震不倒"的原则。
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| 关 键 词： | 高烈度 超限高层 钢结构 桁架 性能化设计 |
Concerning on the super high-rise medical building structure design of the hospital |
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| HE Xiao-yan,ZHANG Lei,LI Ya. Concerning on the super high-rise medical building structure design of the hospital[J]. Shanxi Architecture, 2014, 0(2): 45-46 |
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| Authors: | HE Xiao-yan ZHANG Lei LI Ya |
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| Affiliation: | (China Zhongyuan International Engineering Corporation, Beijing 100089, China) |
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| Abstract: | Taking the medical building structure design of the hospital as an example, the article studies the engineering seismic performance by applying seismic response spectrum method, elastic time-history analysis and pushover analysis method, and puts forward medium-seismic and large-seismic performance targets of critical components, so as to achieve the principles of ＂being not damaged in small earthquake, can be fixed in the medium earthquake, and being not collapsible in big earthquake＂. |
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| Keywords: | high intensity super high-rise building steel structure truss performance-based design |
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