| 强震作用下超高层建筑动力响应的分析 |
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| 引用本文： | 任淑伟,刘书波.强震作用下超高层建筑动力响应的分析[J].山西建筑,2014(10):31-33. |
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| 作者姓名： | 任淑伟 刘书波 |
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| 作者单位： | [1]阜新高等专科学校,辽宁阜新123000 [2]沈阳建都工程建设监理公司,辽宁沈阳110000 |
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| 摘 要： | 采用大型有限元软件ANSYS对阜矿高层框架—剪力墙结构建模,通过对模型输入天津波,对高层结构在地震荷载作用下结构各层的变形情况和各层结构之间的变形量进行动力学分析。结果表明:高层框架—剪力墙结构,剪力墙对于中底部侧向位移有很大的限制作用,较上部结构对侧向位移限制能力强。
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| 关 键 词： | 高层建筑 地震荷载 动力时程分析 |
The dynamic response analysis of high-rise building in strong earthquake |
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| REN Shu-wei,LIU Shu-bo.The dynamic response analysis of high-rise building in strong earthquake[J].Shanxi Architecture,2014(10):31-33. |
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| Authors: | REN Shu-wei LIU Shu-bo |
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| Affiliation: | 1. Fuxin Higher Training College, Fuxin 123000, China; 2. Shenyang Jiandu Supervision Company of Construction Engineering, Shenyang 110000, China) |
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| Abstract: | Use of large finite element software ANSYS Fu mine high-level framework-shear wall structure modeling, through input Tianjin wave model, dynamic analysis of high-rise structure deformation under seismic loads between the deformation of the structure of the layers and layers of structure. Results： high-rise frame-shear wall structure, shear wall in the bottom lateral displacement is very restricted, upper structure against lateral displacement limit capability. |
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| Keywords: | tall building seismic load dynamic time history analysis |
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