PSI - Issue 47

Available online at www.sciencedirect.com Structural Integrity Procedia 00 (2022) 000 – 000 Available online at www.sciencedirect.com ScienceDirect

www.elsevier.com/locate/procedia

ScienceDirect

Procedia Structural Integrity 47 (2023) 159–167

© 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IGF27 chairpersons 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. © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IGF27 chairpersons Keywords: SPSW; finite element method; mesh convergence; hysteresis; trapezoidal 27th International Conference on Fracture and Structural Integrity (IGF27) Assessment of the trapezoidal corrugated shear wall: Comparison between laboratory experiment and numerical calculation Adriansyah Bagus Aryanto a , Aditya Rio Prabowo a, *, Teguh Muttaqie b , Nurul Muhayat a , Seung Jun Baek c , D. Danardono Dwi Prija Tjahjana a , Indri Yaningsih a , František Mikšík d , Fajar Budi Laksono a a Department of Mechanical Engineering, Universitas Sebelas Maret, Surakarta 57126, Indonesia b Research Center for Hydrodynamics Technology, National Research and Innovation Agency (BRIN), Surabaya 60112, Indonesia c Department of Naval Architecture and Marine Systems Engineering, Pukyong National University, Busan 48513, South Korea d Institute of Innovation for Future Society, Nagoya University, Nagoya 464-8601, Japan

* Corresponding author. Tel.: +62-271-632-163; fax: +62-271-623-163 E-mail address: aditya@ft.uns.ac.id

2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IGF27 chairpersons

2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the IGF27 chairpersons 10.1016/j.prostr.2023.07.007