Affiliation:
1. Semnan University
2. Oslo Metropolitan University
Abstract
In this paper, the behavior of steel plate shear wall (SPSW) in the reinforced concrete frame (RCF) has been studied numerically. Three different connections have been proposed to connect SPSW to RCF. In the first connection, fish plates, while in the second one, combination of fish plates and studs transfer forces between SPSW and RCF. In the third connection, there is no direct connection between the infill plate and RCF, and additional steel frame has been used for connecting of the infill plate. The results demonstrate that, load carrying capacity increases in all the specimens comparing the reference RCF. Investigating the formation sequence of plastic hinges in different specimens demonstrates that there is different sequence in the specimens with different connections.
Publisher
Trans Tech Publications, Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference18 articles.
1. P.A. Timler and G.L. Kulak, Experimental study of steel plate shear walls (1983).
2. R.G. Driver, G.L. Kulak, D.L. Kennedy and A.E. Elwi. Cyclic test of four-story steel plate shear wall. J Struct Eng, 124(2), 112-120(1998).
3. R. Sabelli and M. Bruneau. Steel plate shear walls (AISC design guide), American Institute of Steel Construction. Inc, Chicago (2007).
4. S. Sabouri-Ghomi, C.E. Ventura and M.H. Kharrazi. Shear analysis and design of ductile steel plate walls. J Struct Eng, 131(6), 878-889(2005).
5. B. Kioumarsi, M. Gholhaki, A. Kheyroddin and M. Kioumarsi. Analytical study of building height effects over Steel Plate Shear Wall Behavior. International Journal of Engineering and Technology Innovation. 6(4), 255-263(2016).
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