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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

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Front. Struct. Civ. Eng.    2009, Vol. 3 Issue (4) : 370-377    https://doi.org/10.1007/s11709-009-0062-x
Research articles
Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss
Wanlin CAO,Jianwei ZHANG,Jingna ZHANG,Min WANG,
Key Lab of Urban Security & Disaster Engineering of MOE, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China;
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Abstract 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.
Keywords reinforced concrete      profile steel      concealed truss      mid-rise shear wall      seismic behavior      
Issue Date: 05 December 2009
 Cite this article:   
Wanlin CAO,Jingna ZHANG,Jianwei ZHANG, et al. Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss[J]. Front. Struct. Civ. Eng., 2009, 3(4): 370-377.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-009-0062-x
https://academic.hep.com.cn/fsce/EN/Y2009/V3/I4/370
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doi: 10.1260/136943303321625685
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