Browse > Article
http://dx.doi.org/10.12989/scs.2017.25.4.505

Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates  

Shekastehband, Behzad (Department of Civil Engineering, Urmia University of Technology)
Azaraxsh, Ali A. (Department of Civil Engineering, Urmia University of Technology)
Showkati, Hossein (Department of Civil Engineering, University of Urmia)
Publication Information
Steel and Composite Structures / v.25, no.4, 2017 , pp. 505-521 More about this Journal
Abstract
The steel plate shear wall with beam-only connected infill plate (SSW-BO) is an innovative lateral load resisting system consisting of infill plates connected to surrounding beams and separated from the main columns. In this research, the effects of perforation diameter as well as slenderness ratios of infill plates on the hysteresis behavior of SSW-BO systems were studied experimentally. Experimental testing is performed on eight one-sixth scaled one-story SSW-BO specimens with two plate thicknesses and four different circular opening ratios at the center of the panels under fully reversed cyclic quasi-static loading in compliance with the SAC test protocol. Strength, stiffness, ductility and energy absorption were evaluated based on the hysteresis loops. It is found that the systems exhibited stable hysteretic behavior during testing until significant damage in the connection of infill plates to surrounding beams at large drifts. It is also seen that pinching occurred in the hysteresis loops, since the hinge type connections were used as boundaries at four corners of surrounding frames. The strength and initial stiffness degradation of the perforated specimens containing opening ratio of 0.36 compared to the solid one is in the range of 20% to 30% and 40% to 50%, respectively.
Keywords
steel shear wall with beam-only connected infill plate (SSW-BO); analytical method; cyclic loading; hysteresis; dissipated energy;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
1 AISC (2010), "Seismic Provisions for Structural Steel Buildings", ANSI/AISC 341, Chicago: AISC.
2 ASTM (2006), "American Society for Testing and Materials Standard test methods and definitions for mechanical testing of steel products", ASTM A370, West Conshohocken, USA.
3 Berman, J.W. and Bruneau, M. (2008), "Capacity design of vertical boundary elements in steel plate shear walls", AISC EJ, 57-71.
4 Bhowmick, A.K. (2014), "Seismic behavior of steel plate shear walls with centrally placed circular perforations", Thin Wall. Struct., 75, 30-42.   DOI
5 Bhowmick, A.K., Gilbert, Y., Grondin, G.Y. and Driver, R.G. (2014), "Nonlinear seismic analysis of perforated steel plate shear walls", J. Constr. Steel Res., 94, 103-113.   DOI
6 Broujerdian, V., Ghamari, A. and Ghadami, A. (2016), "An investigation into crack and its growth on the seismic behavior of steel shear walls", Thin Wall. Struct., 101, 205-212.   DOI
7 Bruneau, M., Uang, C.M. and Sabelli, R. (2011), Ductile design of steel structures, Mc Graw Hill (Second Edition).
8 Driver, R.G., Grondin, G.Y., Behbahanifard, M., Hussain, M.A., (2001), "Recent developments and future directions in steel plate shear wall research", Proceedings of the North American steel construction conference., May, Ft. Lauderdale, FL, USA.
9 Clayton, P.M., Berman, J.W. and Lowes, L.N. (2015), "Seismic performance of self-centering steel plate shear walls with beamonly-connected web plates", J. Constr. Steel Res., 106, 198-208.   DOI
10 Dhar, M.M. and Bhowmick, A.K. (2016), "Seismic response estimation of steel plate shear walls using nonlinear static methods", Steel Compos. Stuct., 20(4), 777-799.   DOI
11 ECCS (1985), "Recommended testing procedures for assessing the behavior of structural elements under cyclic loads", European convention for constructional steelwork. Technical Committee 1, TWG 1.3 - Seismic Design, No. 45.
12 Elgaaly, M. (1998), "Thin steel plate shear walls behavior and analysis", Thin Wall. Struct., 32, 152-180.
13 FEMA (2000), "Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings", FEMA 350, Prepared by the SAC Joint Venture for FEMA, Washington, D.C.
14 Kurata, M., Leon, R.T., DesRochesc, R. and Nakashima, M. (2012), "Steel plate shear wall with tension-bracing for seismic rehabilitation of steel frames", J. Constr. Steel Res., 71, 92-103   DOI
15 Guo, L., Rong, Q., Ma, X. and Zhang, S. (2011), "Behavior of steel plate shear wall connected to frame beams only", Int. J. Steel Struct., 11(4), 467-479.   DOI
16 Hoseinzadeh Asl, M. and Safarkhani, M. (2017), "Seismic behavior of steel plate shear wall with reduced boundary beam section", Thin Wall. Struct., 116, 169-179.   DOI
17 Jahanpour, A., Moharrami, H. and Aghakoochak, A. (2011), "Evaluation of ultimate capacity of semi-supported steel shear walls", J. Constr. Steel Res., 67, 1022-1030.   DOI
18 Nie, J.G., Zhu, L., Fan, J.S. and Mo, Y.L. (2013), "Lateral resistance capacity of stiffened steel plate shear walls", Thin Wall. Struct., 67, 155-167.   DOI
19 Pellegrino, C., Maiorana, E. and Modena, C. (2009), "Linear and non-linear behaviour of steel plates with circular and rectangular holes under shear loading", Thin Wall. Struct., 47, 607-616.   DOI
20 Purba, R.H. (2006), "Design recommendations for perforated steel plate shear walls", M.Sc. Thesis, Buffalo, N.Y.: State University of New York at Buffalo.
21 Purba, R.H. and Bruneau, M. (2015) "Experimental investigation of steel plate shear walls with in-span plastification along horizontal boundary elements", Eng. Struct., 97, 68-79.   DOI
22 Vian, D. and Bruneau, M. (2005), "Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures. Technical Report MCEER-05-0010, MCEER, Buffalo, NY.
23 Roberts, T.M. and Sabouri-Ghomi S. (1992), "Hysteretic characteristics of unstiffened perforated steel plate shear panels", Thin Wall. Struct., 14, 139-151.   DOI
24 Sabouri-Ghomi, S., Ventura, M. and Kharrazi, M. (2005), "Shear analysis and design of ductile steel plate walls", J. Struct. Eng. - ASCE, 131(6), 878-889.   DOI
25 Shekastehband, B., Azaraxsh, A.A. and Showkati, H. (2017), "Experimental and numerical study on seismic behavior of LYS and HYS steel plate shear walls connected to frame beams only", Arch. Civil Mech. Eng., 17, 154-168.   DOI
26 Valizadeh, H., Sheidaii, M. and Showkati, H. (2012), "Experimental investigation on cyclic behavior of perforated steel plate shear walls", J. Constr. Steel Res., 70, 308-316.   DOI
27 Vatansever, C. and Yardimci, N (2011), "Experimental investigation of thin steel plate shear walls with different infillto-boundary frame connections", Steel Compos. Struct., 11(3), 251-271.   DOI
28 Wei, M.W., Liew, J.Y.R., Yong, D. and Fu, X.U. (2017), "Experimental and numerical investigation of novel partially connected steel plate shear walls', Thin Wall Struct., 132, 1-15.
29 Xue, M. and Lu, L.W. (1994a), "Influence of steel shear wall panels with surrounding frame members", SSRC annual technical session, Bethlehem.
30 Xue, M. and Lu, L.W. (1994b), "Monotonic and cyclic behavior of infilled steel shear panels", Proceedings of the 17th Czech and Slovak International Conference on Steel Structures and Bridges, Bratislava, Slovakia.
31 Zirakian, T. and Zhang, J. (2015), "Buckling and yielding behavior of unstiffened slender, moderate, and stocky low yield point steel plates", Thin Wall. Struct., 88, 105-118.   DOI