| 贵阳某超高层办公楼结构设计 |
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| 引用本文： | 杨,瞻,马改改,杨珂懿.贵阳某超高层办公楼结构设计[J].山西建筑,2014(21):53-55. |
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| 作者姓名： | 杨 瞻 马改改 杨珂懿 |
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| 作者单位： | 贵阳市建筑设计院有限公司;上海大同一钢建筑设计研究院有限公司贵州分公司; |
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| 摘 要： | 采用基于梁柱塑性铰和剪力墙纤维模型的MIDAS Building软件对某超高层办公楼结构进行了罕遇地震作用下的动力弹塑性时程分析,并介绍了针对结构超限情况所采取的相应构造措施以及特殊部位的处理措施,以保证该工程能满足规范规定的抗震设防目标的要求。
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| 关 键 词： | 超高层建筑 动力弹塑性时程分析 性能设计 结构设计 |
Structural design on a super high-rise office building in Guiyang |
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| Affiliation: | YANG Zhan, MA Gai-gai, YANG Ke-yi( 1. Guiyang Architectural Design Institute Co. , Ltd, Guiyang 550000, China; 2. Shanghai Datong Yigang Architecture Design ＆ Research Institute Co. , Ltd, Guizhou Branch, Guiyang 550000, China) |
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| Abstract: | This paper adapts dynamic nonlinear time-history analysis is performed on the super-rise building by MIDAS Building software subjected to actual seismic waves,based on the theory of plastic hinges（ beams and columns） and fiber model（ walls）. Some constructional measures for out-of-code tall building and treatment measures of special part are also introduced,which ensure the building to satisfy the seismic performance objectives. |
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| Keywords: | super high-rise building dynamic nonlinear time history analysis performance-based seismic design structural design |
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