| 小震下基于位移的高层框架-剪力墙结构失效相关性研究 |
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| 引用本文： | 朱俊锋,梅群,王东炜. 小震下基于位移的高层框架-剪力墙结构失效相关性研究[J]. 河南科学, 2011, 29(5): 567-570 |
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| 作者姓名： | 朱俊锋 梅群 王东炜 |
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| 作者单位： | 1. 河南科技大学规划与建筑工程学院,河南,洛阳,471003
2. 郑州大学土木工程学院,郑州,450002 |
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| 基金项目： | 河南科技大学博士科研启动基金资助，河南科技大学青年研究基金 |
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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.文中以层间变形失效为主要失效模式,采用Monte-Carlo方法,在小震作用下对高层框架-剪力墙结构进行了失效相关性研究,得出了高层框架-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 Study on High-Rise Frame-Shear-Wall Structures under Minor Earthquakes |
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| Zhu Junfeng,Mei Qun,Wang Dongwei. Displacement-Based Failure Dependence Study on High-Rise Frame-Shear-Wall Structures under Minor Earthquakes[J]. Henan Science, 2011, 29(5): 567-570 |
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| Authors: | Zhu Junfeng Mei Qun Wang Dongwei |
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| Affiliation: | 1.Planning & Architectural Engineering College,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 high-rise 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 high-rise 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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