Authors : Stanislaus Pizardy Lozarend; Anwar Dolu; Andi Arham Adam

Volume/Issue : Volume 11 - 2026, Issue 8 - August

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Google Scholar : https://tinyurl.com/mryuvfx3

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DOI : https://doi.org/10.38124/ijisrt/26aug079

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Abstract : Earthquake on 28th September 2018 with magnitude 7,4 Mw caused massive destructions especially buildings had collapsed. The North Morowali located between active Weluki and Matano Faults is also not safe from earthquake disaster hazard. Therefore, the tower structure of the Islamic Center, using shear wall system, needs to be designed based on SNI 1726-2019 and its performance evaluated using pushover analysis based to ASCE 41-17. The target displacement for the shear wall system (δT) in the X direction is 0.04465557 m and in the Y direction is 0.0446518 m. The performance level based on ASCE 41-17 for the tower structure with a shear wall system is LS (Life Safety) in both the X and Y directions.

Keywords : Earthquake, Pushover Analysis, ASCE 41-17, Shear Wall, Target Displacement, Performance Level

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