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Citation: An Dongya. The Influence of Coupling Beam's Damage to the Double Earthquake Fortification Lines of Frame-core Wall System and Its Seismic Performance. Journal of Information Technologyin Civil Engineering and Architecture, 2013, 5(5): 5-49.

2013, 5(5): 5-49.

The Influence of Coupling Beam's Damage to the Double Earthquake Fortification Lines of Frame-core Wall System and Its Seismic Performance

1. 

Tongji University, Shanghai 200092, China

2. 

East China Architectural Design & Research Institute Co., Ltd., Shanghai 200041, China

Web Publishing Date: 2013-10-01

[1]

2000 International Building Code[S].International Code Council.IBC-2000.

[2]

JGJ3-2002高层建筑混凝土结构技术规程[S], 北京: 中国建筑工业出版社, 2002.

[3]

GB50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.

[4]

黄忠海, 廖云, 李志山等. 朱江新城J2-5地块框架-核心筒超高层结构的罕遇地震弹塑性时程分析[J]. 结构工程师2009年4月.

[5]

田淑明, 聂建国, 尚志海等. 钢管混凝土框架-混凝土核心筒混合结构弹塑性分析[J]. 建筑结构2010年2月.

[6]

李国强, 周向明, 丁翔. 高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J]. 建筑结构学报. 2001年4月.

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The Influence of Coupling Beam's Damage to the Double Earthquake Fortification Lines of Frame-core Wall System and Its Seismic Performance

An Dongya

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