| 高层建筑转换梁上短肢剪力墙抗震试验和分析 |
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| 引用本文： | 陆浩亮,李思明,金国芳,胡广良,黄大明. 高层建筑转换梁上短肢剪力墙抗震试验和分析[J]. 地震工程与工程振动, 2005, 25(2): 77-81 |
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| 作者姓名： | 陆浩亮 李思明 金国芳 胡广良 黄大明 |
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| 作者单位： | 同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092 |
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| 基金项目： | 上海市教委重点学科研究项目 |
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| 摘 要： | 本文依据实际工程的背景，通过高层建筑转换梁上的两个短肢剪力墙试件的拟静力试验，研究其破坏模式，抗震性能和计算方法。在试验研究的基础上，采用非线性有限元方法进行分析计算，为解决实际的复杂体型高层建筑抗震设计提供一些建议。
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| 关 键 词： | 高层建筑 转换层 短肢剪力墙 抗震性能 试验 有限元法 |
| 文章编号： | 1000-1301(2005)02-0077-05 |
Tests and finite element analysis of earthquake resistant capability of shallow-section shear walls on transfer floor of a tall building |
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| Lu Haoliang,Li Siming,Jin Guofang,Hu Guangliang,Huang Daming. Tests and finite element analysis of earthquake resistant capability of shallow-section shear walls on transfer floor of a tall building[J]. Earthquake Engineering and Engineering Vibration, 2005, 25(2): 77-81 |
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| Authors: | Lu Haoliang Li Siming Jin Guofang Hu Guangliang Huang Daming |
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| Abstract: | Based on the background of practical engineering, the paper investigates the destroying pattern, earthquake resistant capability and computing method through the pseudo-dynamic model tests of two shallow-section shear walls on transfer floor of a tall building. The tests indicate that iterative method, in which the linear strain distribution on section is assumed, is close to the actual results according to the current concrete design code. After tests, the non-linear finite element method is employed to study the capability. It offers some suggestions to the design of tall buildings. |
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| Keywords: | tall building transfer floor shallow-section shear wall earthquake resistant capability test finite element analysis |
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