| 名人国际高层建筑结构抗震性能研究 |
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| 引用本文： | 燕宁娜,赵振炜.名人国际高层建筑结构抗震性能研究[J].四川建筑科学研究,2011,37(1):158-160. |
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| 作者姓名： | 燕宁娜 赵振炜 |
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| 作者单位： | 1. 西安建筑科技大学建筑学院,陕西,西安,710055;宁夏大学土木与水利工程学院,宁夏,银川,750021
2. 宁夏现代建筑设计院,宁夏,银川,750004 |
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| 基金项目： | 宁夏大学自然科学基金资助项目 |
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| 摘 要： | 高层结构尤其是复杂结构应选用多程序多模型计算比较,本结构分析采用主楼及地下室在内的整体模型,选用SAT-WE,PMSAP两个程序进行电算,运用静力弹塑性分析(Push-over)方法进行静力弹塑性分析,对结构的整体抗震性能作出综合评价。同时,考察结构在弹塑性分析下的塑性铰发展机制,找出薄弱部位并重点加强。
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| 关 键 词： | 框架—剪力墙结构 基础设计 整体计算 |
The seismic performance of high-rise structures of Celebrity International building |
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| YAN Ningna,ZHAO Zhenwei.The seismic performance of high-rise structures of Celebrity International building[J].Building Science Research of Sichuan,2011,37(1):158-160. |
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| Authors: | YAN Ningna ZHAO Zhenwei |
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| Affiliation: | YAN Ningna1,2,ZHAO Zhenwei3,(1.School of Architecture,Xi'an University of Architecture and Technology,Xi'an 710055,China,2.Civil and Hydraulic Engineering Institute of Ningxia University,Yinchuang 750021,3.Ningxia Modern Architecture Design Institute,Yinchuang 750004,China) |
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| Abstract: | Especially in high-rise structures and more complex structures should be used in multi-model comparison procedure.The structure of the basement with the main building and the overall model.Use SATWE,PMSAP two procedures computing.Static analysis using the(Push-over) nonlinear static analysis method in order to make evaluation the seismic performance of structures.Meanwhile,elastoplastic analysis of structures under study in the development of the plastic hinge mechanism.It has identified the weak parts,and ... |
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| Keywords: | fram-shear wall foundation design the overall calculation |
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