连梁破坏模式与安全状态的简化判断

周林聪; 陈龙珠; 陈晓宝

doi:10.13204/j.gyjz200603010

连梁破坏模式与安全状态的简化判断

doi: 10.13204/j.gyjz200603010

1.
1 上海交通大学船海与建工学院安全与防灾工程研究所上海 200240;
2.
2 上海交通大学土木工程系上海 200030

详细信息

作者简介:
周林聪男 1976 年 11 月出生博士研究生

中图分类号: TU398.2
计量
- 文章访问数: 166
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- 被引次数: 4
出版历程
- 收稿日期: 2005-10-20
- 刊出日期: 2006-03-20

SIMPLE JUDGEMENT OF FAILURE MODE AND SAFE STATE OF COUPLING BEAMS

1.
1 Institute of Disaster Prevention,School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University Shanghai 200240;
2.
2 Department of Civil Engineering,Shanghai Jiaotong University Shanghai 200030

摘要

摘要: 作为剪力墙结构中的主要耗能构件,连梁在剪力墙的抗震性能研究中占有重要地位,对连梁破坏状态的研究就显得十分重要。归纳了连梁的4种破坏模式,提出简化公式分别根据连梁的耦联率和连梁的破坏形式区分模式,并判断连梁的安全状态。
- 连梁 /
- 双肢墙 /
- 破坏模式 /
- 耦联率
Abstract: As a energy-dissipation member of coupled shear wall,the structural behavior of reinforced concrete coupled shear wall is greatly influenced by the behavior of their coupled beams. The failure mode of coupling beam is important in the study of shear wall. It is introduced four kinds of failure modes of coupled wall,and the reduced formula to judge the failure mode and safe state.
- coupling beams /
- coupled shear wall /
- failure mode /
- degree of coupling

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参考文献(11)

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GB 50011-2001 建筑抗震设计规范

施引文献

期刊类型引用(3)

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