Experiment and calculation on seismic behavior of RC composite core walls with concealed steel truss

被引：8

作者：

Cao W. ^{[1
,2
]}

Chang W. ^{[1
]}

Zhao C. ^{[1
]}

Zhang J. ^{[1
]}

机构：

[1] College of Architecture and Civil Engineering, Beijing University of Technology

[2] Key Lab of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology

来源：

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

关键词：

Core walls; Reinforced concrete; Seismic performance; Steel truss;

D O I：

10.1007/s11709-009-0043-0

中图分类号：

学科分类号：

摘要：

To improve the seismic performance of reinforced concrete core walls, reinforced concrete composite core walls with concealed steel truss were proposed and systemically investigated. Two 1/6 scale core wall specimens, including a normal reinforced concrete core wall and a reinforced concrete composite core wall with concealed steel truss, were designed. The experimental study on seismic performance under cyclic loading was carried out. The load-carrying capacity, stiffness, ductility, hysteretic behavior and energy dissipation of the core walls were discussed. The test results showed that the seismic performance of core walls is improved greatly by the concealed steel truss. The calculated results were found to agree well with the actual measured ones. © Higher Education Press and Springer-Verlag 2009.

引用

页码：255 / 261

页数：6

共 10 条

[1]

Cao W., Chang W., The Reinforce Concrete Composite Shear Walls with Concealed Steel Truss, China

[2]

Cao W., Zhang J., Tao J., Wang M., Seismic performance comparison between shear wall with concealed steel truss and steel truss, Journal of Beijing University of Technology, 33, 1, pp. 31-36, (2007)

[3]

Cao W., Zhang J., Tao J., Wang M., Experimental study on low-rise RC shear wall with concealed truss, Journal of Southeast University, 37, 2, pp. 195-200, (2007)

[4]

Elgaaly M., Caccese V., Steel plate walls, Proceedings of the 1990 Nat Steel Construction Conference, pp. 1-26, (1990)

[5]

Elgaaly M., Caccese V., Du C., Post-buckling behavior of steel plate shear wall under cyclic loads, Journal of Structure Engineering, 119, 2, pp. 588-605, (1993)

[6]

Drive R.G., Kulak G.L., Laurie Kennedy D.J., Elwi A.E., Cyclic test of four-story steel plate shear wall, Journal of Structure Engineering, 124, 2, pp. 112-120, (1998)

[7]

Drive R.G., Kulak G.L., Elwi A.E., Laurie Kennedy D.J., FE and simplified models of steel plate shear wall, Journal of Structure Engineering, 124, 2, pp. 121-130, (1998)

[8]

Anwar H.K.M., Wright H.D., Experimental and theoretical behavior of composite walling under in-plane shear, Journal of Constructional Steel Research, 60, 1, pp. 59-83, (2004)

[9]

Hossain K., Anwar M., Design aspects of double skin profiled composite framed shear walls in construction and service stages, ACI Structural Journal, 101, 1, pp. 94-102, (2004)

[10]

JGJ3-2002 Technical Specification for Concrete Structures of High-Rise Building, pp. 27-36, (2002)

← 1 →