| 小震下基于位移的RC多层框架-剪力墙结构失效相关性分析 |
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| 引用本文： | 朱俊锋,王东炜. 小震下基于位移的RC多层框架-剪力墙结构失效相关性分析[J]. 河南科学, 2009, 27(9): 1127-1130 |
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| 作者姓名： | 朱俊锋 王东炜 |
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| 作者单位： | 河南科技大学,建筑工程学院,河南,洛阳,471003;郑州大学,土木工程学院,郑州,450002 |
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| 基金项目： | 国家自然科学基金资助项目，河南科技大学博士科研启动基金，河南科技大学青年研究基金资助 |
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| 摘 要： | 为了简化结构体系可靠度的计算，有必要研究失效相关性问题．以层间变形失效为主要失效模式，采用Monte—Carlo方法，在小震作用下对RC多层框架-剪力墙结构进行了失效相关性研究，得出了RC多层框架一剪力墙结构在小震作用下部分失效相关性统计规律．
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| 关 键 词： | 体系可靠度 框架-剪力墙结构 失效相关性 |
Displacement-Based Failure Dependence Analysis of RC Multi-Storey Frame-Shear-Wall Structures under Minor Earthquakes |
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| Zhu Junfeng,Wang Dongwei. Displacement-Based Failure Dependence Analysis of RC Multi-Storey Frame-Shear-Wall Structures under Minor Earthquakes[J]. Henan Science, 2009, 27(9): 1127-1130 |
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| Authors: | Zhu Junfeng Wang Dongwei |
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| Affiliation: | 1. College of Architecture and Civil Engineering;Henan University of Science and Technology;Luoyang 471003;Henan China;2. College of Civil Engineering;Zhengzhou University;Zhengzhou 450002;China |
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| Abstract: | In order to simplify the calculation of structural system reliability,it is necessary to study the problem of failure dependence. In this paper,the failure dependences of RC multi-storey frame-shear-wall structures are studied by using Monte-Carlo method under minor earthquakes based on storey drift. Some statistical rules of failure dependence are obtained about RC multi-storey frame-shear-wall structures under minor earthquakes. |
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| Keywords: | reliability of system frame-shear wall structure failure dependence |
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