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Citation: Zhang Long, Xu Qigong. The Research On Concrete Plate Thickness And Shear Connectors Spacing Of Composite Steel Plate Shear Walls. Journal of Information Technologyin Civil Engineering and Architecture, 2013, 5(4): 55-60.

2013, 5(4): 55-60.

The Research On Concrete Plate Thickness And Shear Connectors Spacing Of Composite Steel Plate Shear Walls

1. 

Department Of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China

2. 

JianKe Architecture Design Institute, Guangzhou 510502, China

Web Publishing Date: 2013-08-01

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郭彦林, 董全利, 周明.防屈曲钢板剪力墙弹性性能及混凝土盖板约束刚度研究.建筑结构学报, 2009. 

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郭彦林, 董全利, 周明.防屈曲钢板剪力墙滞回性能的理论与试验研究[J].建筑结构学报, 2009. 

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Zhao Q, Astaneh-Asl A.Cyclic Behavior of Traditional and Innovative Composite Shear Walls[J].Journal of Structural Engineering, Vol.130, No.2, February 1, 2004. 

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Zhao Q, Astaneh-Asl A. Cyclic Behavior of Traditional and Innovative Composite ShearWalls, Journal of Structural Engineering, Vol. 130, No. 2, February 1, 2004.

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马欣伯. 两边连接钢板剪力墙及组合剪力墙抗震性能研究[D]. 哈尔滨: 哈尔滨工业大学, 2009.

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李然. 钢板剪力墙与组合剪力墙滞回性能研究[D]. 哈尔滨: 哈尔滨工业大学, 2011.

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郭彦林, 周明. 两层单跨钢板墙的比较试验研究及其简化分析模型. 第六届全国土木工程研究生学术论坛论文集. 北京: 清华大学, 2008, 11.

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The Research On Concrete Plate Thickness And Shear Connectors Spacing Of Composite Steel Plate Shear Walls

Zhang Long, Xu Qigong

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