2023
DOI: 10.1016/j.jcsr.2023.107816
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Seismic behavior of CFRP-steel composite plate shear wall with edge reinforcement

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Cited by 6 publications
(1 citation statement)
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“…In contrast, a wider panel width will improve CSSW and SSW behaviour. Yu et al (2023) experimented with bolted connection laying in CFRP steel composite shear wall by adopting the cyclic load on samples of two 1/3-scale steel plate shear wall (SPSW) and related them to the pure SPSW by finite element analysis to determine energy dissipation capacity, stiffness, and the bearing capacity of ultimate and found them to be higher by 4.2%, 7.7%, and 23% [94]. The aspect ratio, CFRP layer, and angle orientation were identified and calculated.…”
Section: Shear Wallmentioning
confidence: 99%
“…In contrast, a wider panel width will improve CSSW and SSW behaviour. Yu et al (2023) experimented with bolted connection laying in CFRP steel composite shear wall by adopting the cyclic load on samples of two 1/3-scale steel plate shear wall (SPSW) and related them to the pure SPSW by finite element analysis to determine energy dissipation capacity, stiffness, and the bearing capacity of ultimate and found them to be higher by 4.2%, 7.7%, and 23% [94]. The aspect ratio, CFRP layer, and angle orientation were identified and calculated.…”
Section: Shear Wallmentioning
confidence: 99%