Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss

被引：11

作者：

Cao W. ^{[1
]}

Zhang J. ^{[1
]}

Wang M. ^{[1
]}

机构：

[1] Key Lab of Urban Security and Disaster Engineering of MOE, College of Architecture and Civil Engineering, Beijing University of Technology

来源：

Frontiers of Architecture and Civil Engineering in China | 2009年 / 3卷 / 4期

关键词：

Concealed truss; Mid-rise shear wall; Profile steel; Reinforced concrete; Seismic behavior;

D O I：

10.1007/s11709-009-0062-x

中图分类号：

学科分类号：

摘要：

In this paper, mid-rise shear wall with concealed truss was proposed. This new composite shear wall includes two kinds of composition: one is the composition of two bearing systems, including truss and shear wall, and the other is the composition of two materials, including steel and concrete. Therefore, it is a double composite shear wall. The experimental study on the seismic behavior of six 1/3 scale mid-rise shear walls, including an ordinary mid-rise shear wall, a mid-rise shear wall with steel frame, and four mid-rise shear wall with concealed truss made of different materials, was studied. Based on the experimental study, the stiffness and its attenuation, bearing capacity, ductility, hysteretic property, energy dissipation, and failure phenomena of each shear wall were contrastively analyzed. The formulas of bearing capacity and stiffness were established. The results obtained from the formulas and those from experiment are in good agreement. Some suggestions for seismic design of shear wall are given in this paper. The experimental results show that the seismic behavior of the mid-rise shear wall with steel frame and that of every truss with different materials is obviously improved. © Higher Education Press and Springer-Verlag 2009.

引用

页码：370 / 377

页数：7

共 8 条

[1]

Gong B., Hao R., Zhao N., Experimental investigation of a 23-storey steel-RC combined structure model, Building Science, 1, pp. 10-14, (1994)

[2]

Wang Z., Fang E., Qian J., Flexural behavior of steel reinforced concrete shear walls, Building Structure, 28, 2, pp. 13-16, (1998)

[3]

Qiao Y., Qian J., Fang E., Test study on shear behavior of steel reinforced concrete shear walls, Building Structure, 25, 8, pp. 3-7, (1995)

[4]

Cao W., Liu C., Zhang J., Shi Y., Zhang C., Influence of inclination of the concealed bracing on the aseismic property of the R.C. shear wall, World Earthquake Engineering, 16, 3, pp. 68-72, (2000)

[5]

Cao W., Zhang J., Tian B., Song W., Wang H., Experimental study of seismic behavior of mid-rise RC shear wall with concealed bracings, Journal of Building Structures, 23, 6, pp. 26-32, (2002)

[6]

Cao W., Dong H., Hu G., Zhang J., Huang X., Experimental study of seismic behavior of RC coupled shear wall with concealed bracings, Journal of Building Structures, 25, 3, pp. 22-28, (2004)

[7]

Cao W., Xue S., Zhang J., Seismic performance of RC shear walls with concealed bracing, Advances in Structural Engineering, 6, 1, pp. 1-13, (2003)

[8]

Li M., Xu Y., Bai S., Et al., GB50010-2002 Code for Design of Concrete Structures, pp. 1-348, (2002)

← 1 →