| 武汉水岸星城超高层结构抗震性能化设计 |
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| 引用本文： | 吴兵,孟美莉,傅学怡.武汉水岸星城超高层结构抗震性能化设计[J].广东土木与建筑,2009(4):13-15. |
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| 作者姓名： | 吴兵 孟美莉 傅学怡 |
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| 作者单位： | 深圳大学建筑设计研究院; |
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| 摘 要： | 武汉水岸星城存在超高、楼板不连续、大底盘多塔等超限情况，目前结构性能化设计主要针对结构整体性能指标，少有用于结构构件承载力控制，该工程采用整体结构小、中、大震作用下弹性计算的抗震性能化设计方法，计算构件承载力和控制结构抗震性能，为抗震设防烈度6度地区相似工程抗震性能化设计提供参考。
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| 关 键 词： | 超高层建筑 性能化设计 性能化目标 线弹性假定 |
Wuhan Shuianxingcheng High-rise Building Structure Seismic Performance Design |
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| Wu Bing Meng Meili Fu Xueyi.Wuhan Shuianxingcheng High-rise Building Structure Seismic Performance Design[J].Guangdong Architecture Civil Engineering,2009(4):13-15. |
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| Authors: | Wu Bing Meng Meili Fu Xueyi |
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| Affiliation: | Wu Bing Meng Meili Fu Xueyi (The Institute of Architecture Design & Research Shenzhen University Shenzhen 518060,China) |
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| Abstract: | There were some cases out of code about Wu Han Hhui An Xing Cheng,such as super-high,floor discontinuous and large-chassis-mount multi-tower. Nowadays,structural performance design method was mainly used for the whole structural performance index. It was merely used for controlling the carrying capacity of structural members. This project was designed for 6 degree intensity. The whole structure was elastic performance designed under small,moderate and strong earthquake. And this elastic method was also adop... |
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| Keywords: | super tall building performance design performance purpose linear-elastic assumption |
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