Experimental study on connection details of composite steel plate shear wall connected with frame beams

被引：0

作者：

Guo, Lan-Hui ^{[1
]}

Ma, Xin-Bo ^{[2
]}

Zhang, Su-Mei ^{[1
]}

机构：

[1] School of Civil Engineering, Harbin Institute of Technology, Harbin

[2] Center of Science and Technology of Construction, Ministry of Housing and Urban-Rural Development

来源：

Gongcheng Lixue/Engineering Mechanics | 2012年 / 29卷 / 08期

关键词：

Composite steel plate shear wall; Ductility; Energy dissipation capacity; Stiffener; Two-sided connection;

D O I：

10.6052/j.issn.1000-4750.2010.11.0790

中图分类号：

学科分类号：

摘要：

A total of 4 composite steel plate shear walls connected with frame beams under cyclic load were tested in present research. The influence of unrestrained strips (between concrete panel and steel angle) and stiffeners at the corner of steel plate was studied. The experimental results illustrated that welding stiffeners to the corner is an effective way to avoid the early failure of specimen and to improve the energy dissipation ability. Comparing to the specimens without stiffeners, the maximum storey drift ratio of specimen with stiffeners improved from 1/35 to 1/25, and the energy dissipation ratio increased by 35%. The reasonable unrestrained strip height is another important parameter in the design of composite steel plate shear wall.

引用

页码：150 / 158

页数：8

共 10 条

[1]

Li G., Zhang X., Shen Z., Experimental study on hysteretic behavior of concrete-incased steel plate shear walls, Industrial Construction, 25, 6, pp. 32-35, (1995)

[2]

Astaneh-Asl A., Seismic behavior and design of composite steel plate shear walls, (2002)

[3]

Lubell A.S., Prion H.G.L., Unstiffened steel plate shear wall performance under cyclic loading, Journal of Structural Engineering, 126, 4, pp. 453-460, (2000)

[4]

Xu M., Wang Y., Ma X., Shear resistance behavior of two-side connected steel plate shear wall, Journal of Harbin Institute of Technology, 39, SUPPL.2, pp. 352-356, (2007)

[5]

Gao H., Experimental and theoretical studies on composite steel plate shear walls, (2007)

[6]

Sun F., Li G., Gao H., Experimental research on seismic behavior of two-sided composite steel plate walls, Steel and Composite Structures, pp. 805-811, (2007)

[7]

Guan N., Experimental and theoretical study on composite steel plate shear wall with two-side connections, (2008)

[8]

Ma X., Zhang S., Guo L., Guan N., Simplified model of steel-concrete composite shear wall with two-side connections, Journal of Xi'an University of Architecture & Technology (Natural Science Edition), 41, 3, pp. 352-357, (2009)

[9]

Lu Y., Li G., Sun F., Experimental study on buckling-restrained composite steel plate shear wall with large aspect ratio, Progress in Steel Building Structures, 11, 2, pp. 18-27, (2009)

[10]

Ma X., Seismic behaviour of steel plate shear walls and composite shear walls with two-side connections, (2009)

← 1 →