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 |
According to the cases, the influence law of coupling beam's damage to the double earthquake fortification lines of frame-core wall system and its seismic performance is discussed.The results show that the coupling beam's damage is a major factor in reducing seismic forces, and the external columns are difficult to give full play to the seismic capacity before and after the core wall's severe damage.In the double earthquake fortification lines' design work, more attention should be paid on the core wall's double earthquake fortification lines, thus, it can make up the deficiency of outer frame.
[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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