MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

Chu Liusheng; Zhang Junfeng; Bai Guoliang; Zhao Gengqi

doi:10.13204/j.gyjz201005002

Volume 40 Issue 5

Dec. 2014

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Xu Jianhe, Wang Jun, Yan Jun. THE IMPRESSION OF CITY: WITH AN OLD INDUSTRIAL BUILDING IN CHANGSHA AS THE CASE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 133-136,145. doi: 10.13204/j.gyjz201005028

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Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

Xu Jianhe, Wang Jun, Yan Jun. THE IMPRESSION OF CITY: WITH AN OLD INDUSTRIAL BUILDING IN CHANGSHA AS THE CASE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 133-136,145. doi: 10.13204/j.gyjz201005028

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MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

doi: 10.13204/j.gyjz201005002

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

In order to explore the forced behavior of vertical members for SRC frame-RC core wall hybrid structure,a parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Mechanical behavior of vertical members for hybrid structure is stuided by using nonlinear static analysis method,including the internal force state,change trend and failure confine etc. of core wall and outer frame column. Based on the aforementioned research,some suggestions on vertical menber design and member axial compression ratio controlling index are proposed.
- hybrid structure,
- axial compression ratio,
- nonlinear static analysis

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References(5)

References

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.

[2] GB 500112001 建筑抗震规范[S].

[3] 楚留声,赵更歧,白国良,等. 高烈度区型钢混凝土框架-核心混凝土筒体混合结构协同受力性能研究[J]. 工业建筑,2010,40(5) :7-12.

[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] 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.

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