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Triayaska, Aviska
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Civil Engineering, Building, Construction & Architecture

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Analisa Perbandingan Pengaruh Gempa terhadap Gedung Bertingkat Berdasarkan SNI 1726:2012 dan SNI 1726:2019 Triayaska, Aviska; Trimurtiningrum, Retno
Portal: Jurnal Teknik Sipil Vol 16, No 1 (2024): Special Edition January 2024: Improving skills and ease in various civil engine
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i1.4720

Abstract

Earthquakes are one of the important factors that need to be considered in planning building structures considering that Indonesia is an earthquake-prone country. Therefore, all building structures must be able to withstand vertical forces (field loads) and horizontal forces (wind and earthquake loads). In designing buildings, especially in earthquake-prone areas, the structure in receiving earthquake loads is very important to analyze. In conducting the analysis, it is necessary to have the latest earthquake regulations used as a reference, one of which is SNI 1726: 2019. This study aims to determine the effect of earthquake forces such as mass participation values, base shear force values, and inter-floor deviation values based on old earthquake regulations and the latest earthquake regulations, namely SNI 1726: 2012 and SNI 1726: 2019. The results of the analysis show that the comparison of the spectrum response values has increased the S¬a value by 5.35%, the mass participation value increased by 0.4% for the x direction and by 0.2% for the y direction, the internal force value in the x direction has a smaller percentage than the beam and column in the y direction, the base shear force value increased by 17.72% for the x direction and 16.81% for the y direction, the deviation between floors increased by 0.0583% to 0.0920%.
Co-Authors Trimurtiningrum, Retno