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- W4386418011 abstract "The cyclic performance of beam-only-connected Corrugated Steel Plate Shear Walls (CSPSWs) is studied experimentally and numerically. Two one-story single-bay specimens with single and double corrugated infill plates were built and tested under lateral cyclic load. The results demonstrated that CSPSWs could have a robust hysteresis curve with viable cyclic performance if designed properly. Finite Element (FE) models were developed and verified against test specimens. A parametric study was conducted using FE models to evaluate the effects of variations in the thickness, aspect ratio, and sub-panel width of the infill plate of beam-only-connected CSPSWs on their cyclic performance." @default.
- W4386418011 created "2023-09-05" @default.
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- W4386418011 date "2023-09-04" @default.
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- W4386418011 title "Experimental and Numerical Study of Beam-Only-Connected Corrugated Steel Plate Shear Walls" @default.
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- W4386418011 doi "https://doi.org/10.1080/13632469.2023.2252525" @default.
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