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http://dx.doi.org/10.12989/scs.2019.33.4.569

Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings  

Shariati, Mahdi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University)
Faegh, Shervin Safaei (Department of Civil Engineering, K.N. Toosi University of Technology)
Mehrabi, Peyman (Department of Civil Engineering, K.N. Toosi University of Technology)
Bahavarnia, Seyedmasoud (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University)
Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University)
Masoom, Davood Rezaee (Department of Civil Engineering, Islamic Azad University, Central Tehran Branch)
Toghroli, Ali (Institute of Research and Development, Duy Tan University)
Trung, Nguyen-Thoi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University)
Salih, Musab NA (School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia)
Publication Information
Steel and Composite Structures / v.33, no.4, 2019 , pp. 569-581 More about this Journal
Abstract
Corrugated steel plate shear wall (CSPSW) as an innovative lateral load resisting system provides various advantages in comparison with the flat steel plate shear wall, including remarkable in-plane and out-of-plane stiffnesses and stability, greater elastic shear buckling stress, increasing the amount of cumulative dissipated energy and maintaining efficiency even in large story drifts. Employment of low yield point (LYP) steel web plate in steel shear walls can dramatically improve their structural performance and prevent early stage instability of the panels. This paper presents a comprehensive structural performance assessment of corrugated low yield point steel plate shear walls having circular openings located in different positions. Accordingly, following experimental verification of CSPSW finite element models, several trapezoidally horizontal CSPSW (H-CSPSW) models having LYP steel web plates as well as circular openings (for ducts) perforated in various locations have been developed to explore their hysteresis behavior, cumulative dissipated energy, lateral stiffness, and ultimate strength under cyclic loading. Obtained results reveal that the rehabilitation of damaged steel shear walls using corrugated LYP steel web plate can enhance their structural performance. Furthermore, choosing a suitable location for the circular opening regarding the design purpose paves the way for the achievement of the shear wall's optimal performance.
Keywords
steel plate shear wall; corrugated web plate; low yield point steel; circular opening; cyclic loading;
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86 Shariati, M., Ramli Sulong, N.H., Shariati, A. and Arabnejad Khanouki, M.M. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. https://doi.org/10.1617/s11527-015-0762-8
87 Shariati, M., Tahir, M.M., Wee, T.C., Shah, S., Jalali, A., Abdullahi, M.a.M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014   DOI
88 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2010), "Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses", Proceedings of the 4th International Conference on Steel & Composite Structures.
89 Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2329   DOI
90 Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering-CSM 2017.
91 Shariati, M., Heiati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N. and Poi-Ngian, S. (2019a), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., Int. J., 24(4), 553-566. https://doi.org/10.12989/sss.2019.24.4.553
92 Bahadori, A. and Ghassemieh, M. (2016), "Seismic evaluation of I-shaped beam to box-column connections with top and seat plates by the component method", 129-138.
93 Arabnejad Khanouki, M.M., Ramli Sulong, N.H., Shariati, M. and Tahir, M.M. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002   DOI
94 Arabzade, A., Moharami, H. and Ayazi, A. (2011), "Local elastic buckling coefficients of steel plates in composite steel plate shear walls", Scientia Iranica, 18(1), 9-15. https://doi.org/10.1016/j.scient.2011.03.002   DOI
95 Armaghani, D.J., Hasanipanah, M., Amnieh, H.B., Bui, D.T., Mehrabi, P. and Khorami, M. (2019), "Development of a novel hybrid intelligent model for solving engineering problems using GS-GMDH algorithm", Eng. Comput., 1-13. https://doi.org/10.1007/s00366-019-00769-2
96 Bahrebar, M., Kabir, M.Z., Zirakian, T., Hajsadeghi, M. and Lim, J.B. (2016), "Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls", J. Constr. Steel Res., 122, 584-594. https://doi.org/10.1016/j.jcsr.2016.03.030   DOI
97 Najarkolaie, K.F., Mohammadi, M. and Fanaie, N. (2017), "Realistic behavior of infilled steel frames in seismic events: experimental and analytical study", Bull. Earthq. Eng., 15(12), 5365-5392. https://doi.org/10.1007/s10518-017-0173-z   DOI
98 Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Arabnejad Khanouki, M.M. (2014a), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Fail. Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014   DOI
99 Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014b), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., Int. J., 48(6), 833-848. https://doi.org/10.12989/sem.2013.48.6.833
100 Mohammadhassani, M., Saleh, A., Suhatril, M. and Safa, M. (2015), "Fuzzy modelling approach for shear strength prediction of RC deep beams", Smart Struct. Syst., Int. J., 16(3), 497-519. https://doi.org/10.12989/sss.2015.16.3.497   DOI
101 Nasrollahi, S., Maleki, S., Shariati, M., Marto, A. and Khorami, M. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., Int. J. 27(5), 537-543. https://doi.org/10.12989/scs.2018.27.5.537
102 Nosrati, A., Zandi, Y., Shariati, M., Khademi, K., Darvishnezhad Aliabad, M., Marto, A., Mu'azu, M., Ghanbari, E., Mandizadeh, M.B. and Shariati, A. (2018), "Portland cement structure and its major oxides and fineness", Smart Struct. Syst., Int. J., 22(4), 425-432. https://doi.org/10.12989/sss.2018.22.4.425
103 Sabouri-Ghomi, S., Ventura, C.E. and Kharrazi, M.H. (2005), "Shear analysis and design of ductile steel plate walls", J. Struct. Eng., 131(6), 878-889. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(878)   DOI
104 Chen, S.-J. and Jhang, C. (2006), "Cyclic behavior of low yield point steel shear walls", Thin-Wall. Struct., 44(7), 730-738. https://doi.org/10.1016/j.tws.2006.08.002   DOI
105 Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A., Shariati, A., Trung, N.T., Salih, M.N. and Poi-Ngian, S. (2019b), "Application of Extreme Learning Machine (ELM) and Genetic Programming (GP) to design steel-concrete composite floor systems at elevated temperatures", Steel Compos. Struct., Int. J., 33(3), 319-332. https://doi.org/10.12989/scs.2019.33.3.319
106 Shariati, M., Rafiei, S., Mehrabi, P., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Shariati, A., Trung, N.T., Salih, M.N. and Poi-Ngian, S. (2019c), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Adv. Concrete Constr., Int. J., 8(3), 225-237. https://doi.org/10.12989/acc.2019.8.3.225
107 Bazzaz, M. (2018), "Experimental and analytical procedures to characterize mechanical properties of asphalt concrete materials for airfield pavement applications", Doctoral Dissertation; University of Kansas.
108 Bazzaz, M., Darabi, M.K., Little, D.N. and Garg, N. (2018), "A straightforward procedure to characterize nonlinear viscoelastic response of asphalt concrete at high temperatures", Transport. Res. Rec., 2672(28), 481-492.   DOI