Study of influences of partial plate–frame connection on the cyclic behavior and performance of LYP corrugated SPSW system
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s43452-023-00839-9.pdf
Reference47 articles.
1. Shekastehband B, Azaraxsh A, Showkati H. Experimental and numerical study on seismic behavior of LYS and HYS steel plate shear walls connected to frame beams only. Arch Civ Mech Eng. 2017;17:154–68. https://doi.org/10.1016/J.ACME.2016.09.006/METRICS.
2. Hajimirsadeghi M, Mirtaheri M, Zandi AP, Hariri-Ardebili MA. Experimental cyclic test and failure modes of a full scale enhanced modular steel plate shear wall. Eng Fail Anal. 2019;95:283–8. https://doi.org/10.1016/J.ENGFAILANAL.2018.09.025.
3. Gorji Azandariani M, Gholhaki M, Kafi MA, Zirakian T. Study of effects of beam–column connection and column rigidity on the performance of SPSW system. J Build Eng. 2021;33:101821. https://doi.org/10.1016/j.jobe.2020.101821.
4. Sahebjam A, Showkati H. Experimental study on the cyclic behavior of perforated CFRP strengthened steel shear walls. Arch Civ Mech Eng. 2016;16:365–79. https://doi.org/10.1016/J.ACME.2016.01.009/METRICS.
5. Clayton PM, Berman JW, Lowes LN. Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates. J Constr Steel Res. 2015;106:198–208. https://doi.org/10.1016/j.jcsr.2014.12.017.
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