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

Zhang Long; Xu Qigong

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

Zhang Long ^1,, Xu Qigong ^1,2,

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

Composite steel plate shear walls consist of steel plate, reinforced concrete plate and steel frame used mechanical connectors. According to the interaction differences between steel plate and reinforced concrete plate, there are two kinds of composite steel plate shear walls: combination wall and Buckling-restrained wall. Studies were carried out to estimate the reinforced concrete plate thickness and shear connectors spacing on condition that steel plate directly handle the load with RC plate don't take part in. Discussing and making some suggestions about the formulae for determining the reinforced concrete plate thickness as well as the maximum spacing of the shear connectors in order to make suggestions for Technical specification for steel structure of Guangdong Province.

Key words: Composite Steel Plate Shear Walls, Shear Connectors Spacing, Concrete Plate Thickness, Theory of Elastic Plate Buckling

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