| 底部两层框架墙上部双塔砌体的地震反应分析 |
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| 引用本文： | 艾华,唐家祥,樊剑,江华. 底部两层框架墙上部双塔砌体的地震反应分析[J]. 武汉理工大学学报, 2001, 23(8): 33-36,49 |
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| 作者姓名： | 艾华 唐家祥 樊剑 江华 |
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| 作者单位： | 1. 华中科技大学
2. 江汉油田管理局 |
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| 摘 要： | 框架－抗震墙结构的变形按弯剪模型考虑，组合墙结构变形按剪切模型考虑，分析此类建筑在多遇、突起遇地震作用下的弹塑性变形，提出工程应用建议：通过控制上下层的刚度比和合理的构造措施，这类建筑能于8度及以下地震区。
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| 关 键 词： | 框架－抗震墙 组合墙 刚度比 时程分析法 结构变形 剪切模型 地震反应 高层建筑 |
| 文章编号： | 1000-2405(2001)08-0033-04 |
The Elastic-plastic Seismic Analysis of the Double Tower Compoun dWall Building Which Have Two Stories Frame-secsmic Wall in the Bottom |
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| Ai Hua Tang Jiaxiang Fan Jian Jiang Hua. The Elastic-plastic Seismic Analysis of the Double Tower Compoun dWall Building Which Have Two Stories Frame-secsmic Wall in the Bottom[J]. Journal of Wuhan University of Technology, 2001, 23(8): 33-36,49 |
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| Authors: | Ai Hua Tang Jiaxiang Fan Jian Jiang Hua |
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| Affiliation: | Ai Hua Tang Jiaxiang Fan Jian Jiang Hua |
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| Abstract: | Assumption that each floor is rigid , the deformation of two story frame seismic wall in the bottom is considered as bend shear model, and the compound wall is considered as shear model. The vibration of time history analysis is built .analyzes the elastic plastic deformation of these kind of buildings under earthquake , and put forward the engineering application suggestion. If the stiffen ratio of up down floor is controlled , these kind of buildings can be constructed in the seismic area where seismic design intensity is not greater than 8 degree. |
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| Keywords: | frame seismic wall multi tower compound wall stiffen ratio time history analysis |
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