RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

Chu Liusheng; Bai Guoliang; Zhao Gengqi; Zhang Junfeng

doi:10.13204/j.gyjz201005001

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 7-12,38

Yang Youfa, Li Huaxin, Yang Jingwei, Jiang Daibo. RESEARCH ON THE SEISMIC BEHAVIOR OF DOUBLE-TOWER-CONNECTED TALL STRUCTURE WITH ENLARGED BASE AND TRANSFER STORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 60-67,126. doi: 10.13204/j.gyjz201211014

Citation:

Chu Liusheng, Bai Guoliang, Zhao Gengqi, Zhang Junfeng. RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 7-12,38. doi: 10.13204/j.gyjz201005001

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RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

doi: 10.13204/j.gyjz201005001

1.
1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture And Technology,Xi’an 710055,China

Received Date: 2009-07-20
Publish Date: 2010-05-20

Abstract

Abstract

SRC frame-RC core wall hybrid structure exhibits good aseismic performance. A parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Cooperative bearing performance of hybrid structure in high seismic intensity region is stuided by nonlinear static analysis method,including distribution and redistribution rules of horizontal shear and overturning moment etc. Based on the aforementioned research,some suggestions on design controlling index of shear force sharing rate of outer frame are proposed.
- hybrid structure,
- cooperative bearing,
- shearing force redistribution,
- nonlinear static analysis

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References(5)

References

[2] 楚留声,白国良,赵更歧,等. 高烈度区型钢混凝土框架－核心混凝土筒体混合结构破坏模式研究[J]. 工业建筑,2010,40(5) :1-6.

JGJ 3-2002 高层建筑混凝土结构技术规程[S].

[3] 徐培福,薛彦涛,肖从真,等. 高层型钢混凝土框筒混合结构抗震性能试验研究[J]. 建筑结构,2005(5) :3-8.

[4] 楚留声. 高烈度区型钢混凝土框架－钢筋混凝土筒体混合结构体系抗震性能研究[D]. 西安:西安建筑科技大学,2008.

[5] 包世华. 新编高层建筑结构[M]. 北京: 中国水利水电出版社,2001:165-174.

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