In this study, a new system consisting of a combination of braces and steel infill panels called the braced corrugated steel shear panel (BCSSP) is presented. To obtain the hysteretic behavior of the proposed system, the quasi-static cyclic performances of two experimental specimens were first evaluated. The finite element modeling method was then verified based on the obtained experimental results. Additional numerical evaluations were carried out to investigate the effects of different parameters on the system. Subsequently, a relationship was established to estimate the buckling shear strength of the system without considering residual stresses. The results obtained from the parametric study indicate that the corrugated steel shear panel (CSSP) with the specifications of a = 30 mm, t = 2 mm, and θ = 90° had the highest energy dissipation capacity and ultimate strength while the CSSP with the specifications of a = 30 mm, t = 2 mm, and θ = 30° had the highest initial stiffness. It can thus be concluded that the latter CSSP has the best structural performance and that increasing the number of corrugations, corrugation angle, and plate thickness and decreasing the sub-panel width generally enhance the performance of CSSPs in terms of the stability of their hysteretic behaviors.
C Fang, W Wang, C Qiu, S Hu, G A MacRae, M R Eatherton. Seismic resilient steel structures: A review of research, practice, challenges and opportunities. Journal of Constructional Steel Research, 2022, 191: 107172 https://doi.org/10.1016/j.jcsr.2022.107172
2
M Alinia, M Dastfan. Behaviour of thin steel plate shear walls regarding frame members. Journal of Constructional Steel Research, 2006, 62(7): 730–738 https://doi.org/10.1016/j.jcsr.2005.11.007
3
Y TakahashiY TakemotoT TakedaM Takagi. Experimental study on thin steel shear walls and particular bracings under alternative horizontal load. In: Symposium on Resistance and Ultimate Deformability of T sructures Acted on by Well-defined Repeated Loads. Lisbon: IABSE, 1973
4
A Pirmoz. Beam-attached steel plate shear walls. Structural Design of Tall and Special Buildings, 2012, 21(12): 879–895 https://doi.org/10.1002/tal.651
5
M XueL Lu. Interaction of infilled steel shear wall panels with surrounding frame members. In: Proceedings of the Structural Stability Research Council Annual Technical Session. Bethlehem, PA: SSRC, 1969
6
J NealB Qu. Steel plate shear walls with controlled infill tension fields. In: Structures Congress 2011. Las Vegas, NV: ASCE, 2011
7
A Emamyari, M R Sheidaii, A Kookalanifar, H Showkati, N Akbarzadeh. Experimental study on cyclic behavior of stiffened perforated steel shear panels. Structures, 2020, 27: 2400–2410
8
A Formisano, L Lombardi, F Mazzolani. Perforated metal shear panels as bracing devices of seismic-resistant structures. Journal of Constructional Steel Research, 2016, 126: 37–49 https://doi.org/10.1016/j.jcsr.2016.07.006
9
H Monsef Ahmad, M R Sheidaii, S Tariverdilo, A Formisano, G de Matteis. Experimental and numerical study of perforated steel plate shear panels. International Journal of Engineering, 2020, 33(4): 520–529
10
T M Roberts, S Sabouri-Ghomi. Hysteretic characteristics of unstiffened perforated steel plate shear panels. Thin-walled Structures, 1992, 14(2): 139–151 https://doi.org/10.1016/0263-8231(92)90047-Z
11
D Vian. Steel plate shear walls for seismic design and retrofit of building structures. Dissertation for the Doctoral Degree. Buffalo, NY: State University of New York at Buffalo, 2005
12
D VianM Bruneau. Testing of special LYS steel plate shear walls. In: Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver: 13 WCEE Secretariat, 2004
13
D Vian, M Bruneau, R Purba. Special perforated steel plate shear walls with reduced beam section anchor beams. II: Analysis and design recommendations. Journal of Structural Engineering, 2009, 135(3): 221–228 https://doi.org/10.1061/(ASCE)0733-9445(2009)135:3(221
14
D Vian, M Bruneau, K C Tsai, Y C Lin. Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation. Journal of Structural Engineering, 2009, 135(3): 211–220 https://doi.org/10.1061/(ASCE)0733-9445(2009)135:3(211
15
G De Matteis, G Brando, F M Mazzolani. Pure aluminium: An innovative material for structural applications in seismic engineering. Construction & Building Materials, 2012, 26(1): 677–686 https://doi.org/10.1016/j.conbuildmat.2011.06.071
16
G de MatteisF M MazzolaniS Panico. Seismic protection of steel buildings by pure aluminium shear panels. In: Proceeding of 13th World Conference on Earthquake Engineering. Vancouver: 13 WCEE Secretariat, 2004
17
S Nakagawa, H Kihara, S Torii, Y Nakata, Y Matsuoka, K Fujisawa, K Fukuda. Hysteretic behavior of low yield strength steel panel shear walls: Experimental investigation. In: Proceedings of the 11th WCEE. Oxford: Elsevier, 1996, 171
18
N Soltani, K Abedi, M Poursha, H Golabi. An investigation of seismic parameters of low yield strength steel plate shear walls. Earthquakes and Structures, 2017, 12(6): 713–723
M Kurata, R T Leon, R DesRoches, M Nakashima. Steel plate shear wall with tension-bracing for seismic rehabilitation of steel frames. Journal of Constructional Steel Research, 2012, 71: 92–103 https://doi.org/10.1016/j.jcsr.2011.10.026
21
A Akbari Hamed, M Mofid. On the plastic analysis of concentrically braced frames with shear panel, obtaining predetermined collapse mechanism. Structural Design of Tall and Special Buildings, 2015, 24(5): 366–395 https://doi.org/10.1002/tal.1170
22
A Akbari Hamed, M Mofid. On the experimental and numerical study of braced steel shear panels. Structural Design of Tall and Special Buildings, 2015, 24(14): 853–872 https://doi.org/10.1002/tal.1215
23
A Akbari Hamed, M Mofid. Plastic design of eccentrically braced frames with shear panels. Proceedings of the Institution of Civil Engineers—Structures and Buildings, 2017, 170(1): 17–32 https://doi.org/10.1680/jstbu.16.00006
24
A A Hamed, M Mofid. On the equivalent simple models of braced steel shear panels. Proceedings of the Institution of Civil Engineers—Structures and Buildings, 2015, 168(8): 570–577 https://doi.org/10.1680/stbu.14.00070
25
A A Hamed, M Mofid. Parametric study and computation of seismic performance factors of braced shear panels. Scientia Iranica, 2016, 23(2): 460–474
26
M Khazaei-PoulF Nateghi-AlahiE Alavi. Seismic behaviour of concentrically braced frame system combined with steel shear panel. In: Proceedings of the 9th International Congress on Civil Engineering. Isfahan: Isfahan University of Technology, 2012
27
A A Hamed, R B Asl, H Rahimzadeh. Experimental and numerical study on the structural performance of auxetic-shaped, ring-shaped and unstiffened steel plate shear walls. Journal of Building Engineering, 2021, 34: 101939 https://doi.org/10.1016/j.jobe.2020.101939
28
A A Hamed, A Samadi, M C Basim. Topology and shape optimization of steel plate shear walls for enhancing the seismic energy dissipation capacity. Journal of Building Engineering, 2022, 57: 104828 https://doi.org/10.1016/j.jobe.2022.104828
29
J Berman. Moveable Infills for Seismic Energy Dissipation. Student Research Accomplishments. Buffalo, NY: University at Buffalo, 2001
30
F Emami, M Mofid, A Vafai. Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls. Engineering Structures, 2013, 48: 750–762 https://doi.org/10.1016/j.engstruct.2012.11.028
31
Y Yadollahi, I Pakar, M Bayat. Evaluation and comparison of behavior of corrugated steel plate shear walls. Latin American Journal of Solids and Structures, 2015, 12(4): 763–786 https://doi.org/10.1590/1679-78251469
32
E Hosseinpour, E S Baharom, Y Yadollahi. Evaluation of steel shear walls behavior with sinusoidal and trapezoidal corrugated plates. Advances in Civil Engineering, 2015, 1–11
33
A Farzampour, J A Laman, M Mofid. Behavior prediction of corrugated steel plate shear walls with openings. Journal of Constructional Steel Research, 2015, 114: 258–268 https://doi.org/10.1016/j.jcsr.2015.07.018
34
M Bahrebar, M Z Kabir, M Hajsadeghi, T Zirakian, J B P Lim. Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations. International Journal of Steel Structures, 2016, 16(3): 845–855 https://doi.org/10.1007/s13296-015-0116-y
35
L Zheng, W Wang, H Ge, H Guo, Y Gao, Y Han. Seismic performance of steel corrugated plate structural walls with different corrugation inclinations. Journal of Constructional Steel Research, 2022, 192: 107248 https://doi.org/10.1016/j.jcsr.2022.107248
36
S S Roudsari, S M Soleimani, S A Hamoush. Analytical study of the effects of opening characteristics and plate thickness on the performance of sinusoidal and trapezoidal corrugated steel plate shear walls. Journal of Constructional Steel Research, 2021, 182: 106660 https://doi.org/10.1016/j.jcsr.2021.106660
37
A Banazadeh, A Maleki. Numerical investigation of the seismic behavior of corrugated steel shear wall by ABAQUS software. International Journal of Advanced Biotechnology and Research, 2016, 7: 608–614
38
C Dou, Z Q Jiang, Y L Pi, Y L Guo. Elastic shear buckling of sinusoidally corrugated steel plate shear wall. Engineering Structures, 2016, 121: 136–146 https://doi.org/10.1016/j.engstruct.2016.04.047
39
Q Cao, J Huang. Experimental study and numerical simulation of corrugated steel plate shear walls subjected to cyclic loads. Thin-walled Structures, 2018, 127: 306–317 https://doi.org/10.1016/j.tws.2018.01.042
40
C Dou, Y L Pi, W Gao. Shear resistance and post-buckling behavior of corrugated panels in steel plate shear walls. Thin-walled Structures, 2018, 131: 816–826 https://doi.org/10.1016/j.tws.2018.07.039
L Feng, T Sun, J Ou. Elastic buckling analysis of steel-strip-stiffened trapezoidal corrugated steel plate shear walls. Journal of Constructional Steel Research, 2021, 184: 106833 https://doi.org/10.1016/j.jcsr.2021.106833
43
J Z Tong, Y L Guo, J Q Zuo. Elastic buckling and load-resistant behaviors of double-corrugated-plate shear walls under pure in-plane shear loads. Thin-walled Structures, 2018, 130: 593–612 https://doi.org/10.1016/j.tws.2018.06.021
44
J Z Tong, Y L Guo, J Q Zuo, J K Gao. Experimental and numerical study on shear resistant behavior of double-corrugated-plate shear walls. Thin-walled Structures, 2020, 147: 106485 https://doi.org/10.1016/j.tws.2019.106485
45
J Z Tong, Y L Guo, W H Pan. Ultimate shear resistance and post-ultimate behavior of double-corrugated-plate shear walls. Journal of Constructional Steel Research, 2020, 165: 105895 https://doi.org/10.1016/j.jcsr.2019.105895
46
S Ghodratian-Kashan, S Maleki. Experimental investigation of double corrugated steel plate shear walls. Journal of Constructional Steel Research, 2022, 190: 107138 https://doi.org/10.1016/j.jcsr.2022.107138
47
M Bahrebar, J B Lim, G C Clifton, T Zirakian, A Shahmohammadi, M Hajsadeghi. Perforated steel plate shear walls with curved corrugated webs under cyclic loading. Structures, 2020, 24: 600–609
48
Y Yu, C Hu, F Zhao, L Jiang. Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation. Journal of Constructional Steel Research, 2022, 188: 107012 https://doi.org/10.1016/j.jcsr.2021.107012
49
A370-22 ASTM. Standard Test Methods and Definitions for Mechanical Testing of Steel Products. West Conshohocken, PA: ASTM, 2003
50
C Fang, Y Ping, Y Chen. Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames. Earthquake Engineering & Structural Dynamics, 2020, 49(2): 155–174 https://doi.org/10.1002/eqe.3231
51
H Krawinkler. Guidelines for Cyclic Seismic Testing of Components of Steel Structures. Redwood City, CA: Applied Technology Council, 1992