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• W4385154413 abstract "Shear wall structures are a possible option as a suitable lateral load-bearing system for new structures or as a means of retrofitting existing buildings. One of which is Steel Plate Shear Walls (SPSW). In improving its function, thin SPSW can be added by stiffener, but as consequences, it increases construction costs due to the time-consuming factor and the high cost of welding thin plates. Therefore, modification of the infill shape was carried out to increase the energy dissipation capacity of the SPSW. This study simulates the experimental results of trapezoidal vertical corrugated steel shear wall specimens. The specimens were modelled and tested using Finite Element Analysis (FEA) in the ABAQUS application. To simulate earthquake loads and observe cyclic behavior, a quasi-static cyclic test is used that uses a horizontal in-plane load history. The gravity load is neglected, and a displacement load is applied to the top of the specimen. The load circuit applied is displacement control by increasing or decreasing the amplitude. The results compared are hysteresis behaviour. In addition, the contours that occur are also observed in this study." @default.
• W4385154413 created "2023-07-23" @default.
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• W4385154413 date "2023-01-01" @default.
• W4385154413 modified "2023-09-29" @default.
• W4385154413 title "Assessment of the trapezoidal corrugated shear wall: Comparison between laboratory experiment and numerical calculation" @default.
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• W4385154413 doi "https://doi.org/10.1016/j.prostr.2023.07.007" @default.
• W4385154413 hasPublicationYear "2023" @default.
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