| 巨型结构的抗震分析 |
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| 引用本文： | 盛朝晖,王竺,李飞.巨型结构的抗震分析[J].山西建筑,2007,33(25):97-98. |
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| 作者姓名： | 盛朝晖 王竺 李飞 |
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| 作者单位： | 1. 河北工程大学,河北邯郸 056021
2. 邯郸市第一医院基建科,河北邯郸 056021 |
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| 摘 要： | 采用ANSYS有限元程序对巨型框架结构、巨型框架隔震结构进行了抗震动力时程分析,讨论了两种结构在多条地震波作用下的动力位移及内力等地震响应,其计算结果对于确保巨型框架结构的抗震安全性具有较大的意义,对巨型框架结构的抗震设计有较大的参考价值。
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| 关 键 词： | 巨型框架结构 抗震 隔震 时程分析 |
| 文章编号： | 1009-6825（2007）25-0097-02 |
| 修稿时间： | 2007-04-19 |
Earthquake resistance analysis of mega-frame structures |
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| SHENG Zhao-hui,WANG Zhu,LI Fei.Earthquake resistance analysis of mega-frame structures[J].Shanxi Architecture,2007,33(25):97-98. |
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| Authors: | SHENG Zhao-hui WANG Zhu LI Fei |
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| Affiliation: | SHENG Zhao-hui WANG Zhu LI Fei |
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| Abstract: | Using the ANSYS finite element program,it was analyzed the earthquake resistance and the earthquake isolation to the mega-frame,and the two mega-frame systems' displacement responses,such as dynamical displacement,internal force response,etc were also discussed.This result has more practical significance to the structural safety.The calculation results have an important referential value to the design of earthquake resistance of mega-frame structures. |
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| Keywords: | mega-frame structure earthquake resistance seismic isolation time-history analysis |
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