RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE

Chu Liusheng; Zhao Gengqi; Cai Haiyong

doi:10.13204/j.gyjz200905005

Volume 39 Issue 5

Dec. 2014

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Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005

Citation:

Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005

Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005

Citation:

Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005

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RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE

doi: 10.13204/j.gyjz200905005

1.
1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China;
2.
2. Department of Architecture,Huanghe Science and Technology University,Zhengzhou 450067,China

Received Date: 2009-01-15
Publish Date: 2009-05-20

Abstract

Abstract

The ductility of primary lateral resisting member,i.e.core wall is analyzed using finite element program ADINA.The influencing factors like aspect ratio,concrete grade,axial compression ratio,reinforcement ratio,boundary confinement and steel ratio of boundary element etc.are considered in the analysis.Based on the aforementioned research,some suggestions on the design of a core wall in hybrid structure are proposed.
- hybrid structure,
- core wall,
- seismic performance,
- steel reinforced concrete shear walls