| 智富名品城11号和12号楼超限高层结构设计 |
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| 引用本文： | 耿柳珣,许旻文.智富名品城11号和12号楼超限高层结构设计[J].山西建筑,2010,36(14):87-88. |
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| 作者姓名： | 耿柳珣 许旻文 |
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| 作者单位： | 同济大学建筑设计研究院(集团)有限公司,上海,200092 |
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| 摘 要： | 针对智富名品城11号,12号楼结构超限特点,采用SATWE,PMSAP,PUSHOVER程序对结构进行了多遇地震作用下的计算,并对整体结构进行了弹性动力时程补充计算和罕遇地震作用下静力弹塑性分析。结果表明,本工程抗震性能较好,结构体系安全可行。
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| 关 键 词： | 超高层结构 抗震性能 不均匀沉降 |
On the overrun high-rise structural design of Inv famouse building No.11 and No.12 |
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| GENG Liu-xun,XU Min-wen.On the overrun high-rise structural design of Inv famouse building No.11 and No.12[J].Shanxi Architecture,2010,36(14):87-88. |
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| Authors: | GENG Liu-xun XU Min-wen |
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| Affiliation: | GENG Liu-xun XU Min-wen |
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| Abstract: | As for the overrun structural characteristics of Inv famous building No.11 and No.12,using SATWE,PMSAP,PUSHOVER program to calculate frequent earthquake structure,making a flexible schedule additional computing power on the structure,and making an earthquake nonlinear static analysis.The results show that the seismic performance of good works,structural system is safe and feasible. |
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| Keywords: | super high-rise structures seismic performance differential settlement |
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