Behaviour of Steel Plate Shear Wall in Multi Span Moment Frame with Various Infill Plate Connection to Column
Steel plate shear walls consist of thin infill steel plates attached to beams, called (horizontal boundary elements, HBEs), and columns (vertical boundary elements, VBEs) in structural steel frames. The thin unstiffened web plates are expected to buckle in shear at low load levels and develop tension field action, providing ductility and energy dissipation through tension yielding of the web plate. HBEs are designed for stiffness and strength requirements and are expected to anchor the tension field formation in the web plates. VBEs are designed for yielding of web plates and plastic hinge formation at the ends of the HBEs. This design approach may result in very large demand on boundary frame members, especially VBEs in most cases. Several methods such as using LYP, perforating the infill plate and omitting connection of infill plate to columns have been proposed to reduce the moment and axial force demands on the VBEs. The main purpose of this research is to study the behavior of steel plate shear walls with various connection of infill plate to columns in multi span moment frames. A numerical study has been performed in order to investigate the behavior of such a system. The results of proposed system were compared with those of the conventional SPSWs. Results show that reducing the infill plate connection to columns will reduce the axial forces in columns.
Bruneau M, Berman J, Lopez Garcia D, Vian D. "Steel plate shear wall buildings: design requirements and research" , North American steel construction conference, Montreal, Canada, April 2005
Driver, Robert G., Geoffrey L. Kulak, D. J. Laurie Kennedy, and Alaa E. Elwi. “Cyclic Test of Four-Story Steel Plate Shear Wall.” Journal of Structural Engineering 124, no. 2 (February 1998): 112–120. doi:10.1061/(asce)0733-9445(1998)124:2(112).
Berman, Jeffrey, and Michel Bruneau. “Plastic Analysis and Design of Steel Plate Shear Walls.” Journal of Structural Engineering 129, no. 11 (November 2003): 1448–1456. doi:10.1061/(asce)0733-9445(2003)129:11(1448).
Zhao, Qiuhong, and Abolhassan Astaneh-Asl. “Cyclic Behavior of Traditional and Innovative Composite Shear Walls.” Journal of Structural Engineering 130, no. 2 (February 2004): 271–284. doi:10.1061/(asce)0733-9445(2004)130:2(271).
Qu B, Bruneau M, Lin CH, Tsai KC and Lin YC. "Full scale steel plate shear wall: MCEER/NCREE phase II tests", Ninth Canadian Conference on Earthquake Engineering Ottawa, Ontario,Canada26–29 June2007.
Caccese, Vincent, Mohamed Elgaaly, and Ruobo Chen. “Experimental Study of Thin Steel‐Plate Shear Walls Under Cyclic Load.” Journal of Structural Engineering 119, no. 2 (February 1993): 573–587. doi:10.1061/(asce)0733-9445(1993)119:2(573).
Seilie I, Hooper J. "Steel plate shear walls: practical design and construction." Modern Steel Construction 2005(April).
Berman, Jeffrey W. “Seismic Behavior of Code Designed Steel Plate Shear Walls.” Engineering Structures 33, no. 1 (January 2011): 230–244. doi:10.1016/j.engstruct.2010.10.015.
Berman, Jeffrey W., Laura N. Lowes, Taichiro Okazaki, Michel Bruneau, Keh-Chyuan Tsai, Robert G. Driver, and Rafael Sabelli. “Research Needs and Future Directions for Steel Plate Shear Walls.” Structures Congress 2008 (October 14, 2008). doi:10.1061/41016(314)102.
Via D and Bruneau M. "Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures", Technical Report MCEER-05-0010, MCEER, Buffalo, NY.
Jahanpour, A., J. Jönsson, and H. Moharrami. “Seismic Behavior of Semi-Supported Steel Shear Walls.” Journal of Constructional Steel Research 74 (July 2012): 118–133. doi:10.1016/j.jcsr.2012.02.014.
Jahanpour, A., H. Moharrami, and A. Aghakoochak. “Evaluation of Ultimate Capacity of Semi-Supported Steel Shear Walls.” Journal of Constructional Steel Research 67, no. 6 (June 2011): 1022–1030. doi:10.1016/j.jcsr.2011.01.007.
Choi, In-Rak, and Hong-Gun Park. “Steel Plate Shear Walls with Various Infill Plate Designs.” Journal of Structural Engineering 135, no. 7 (July 2009): 785–796. doi:10.1061/(asce)0733-9445(2009)135:7(785).
Vatansever, Cuneyt, and Nesrin Yardimci. “Experimental Investigation of Thin Steel Plate Shear Walls with Different Infill-to-Boundary Frame Connections.” Steel & Composite Structures 11, no. 3 (May 25, 2011): 251–271. doi:10.12989/scs.2011.11.3.251.
Shekastehband, B., A.A. Azaraxsh, and H. Showkati. “Experimental Seismic Study on Shear Walls with Fully-Connected and Beam-Only-Connected Web Plates.” Journal of Constructional Steel Research 141 (February 2018): 204–215. doi:10.1016/j.jcsr.2017.11.013.
Gholipour, M., E. Asadi, and M.M. Alinia. “The Use of Outrigger System in Steel Plate Shear Wall Structures.” Advances in Structural Engineering 18, no. 6 (June 2015): 853–872. doi:10.1260/1369-43126.96.36.1993.
Safari Gorji, Meisam, and J.J. Roger Cheng. “Steel Plate Shear Walls with Outriggers. Part I: Plastic Analysis and Behavior.” Journal of Constructional Steel Research 134 (July 2017): 148–159. doi:10.1016/j.jcsr.2017.02.033.
Safari Gorji, Meisam, and J.J. Roger Cheng. “Steel Plate Shear Walls with Outriggers. Part II: Seismic Design and Performance.” Journal of Constructional Steel Research 137 (October 2017): 311–324. doi:10.1016/j.jcsr.2017.04.007.
AISC, ANSI/AISC 341-10. “Seismic provisions for structural steel buildings”. Chicago (IL): American Institute of Steel Construction.
- There are currently no refbacks.
Copyright (c) 2018 amirhosein raisszadeh, alireza rahai, ardeshir deylami
This work is licensed under a Creative Commons Attribution 4.0 International License.