Analisa Perbandingan Level Kinerja Struktur Gedung 10 Lantai Berdasarkan SNI 1726:2012 dan SNI 1726:2019 Menggunakan Metode Pushover. (Conparative Analysis of The Performance Level of a 10th Strories Building Structure Based on SNI 1726:2012 and SNI 1726:2019 Using The Pushover Methode).

Triayaska, Aviska (2024) Analisa Perbandingan Level Kinerja Struktur Gedung 10 Lantai Berdasarkan SNI 1726:2012 dan SNI 1726:2019 Menggunakan Metode Pushover. (Conparative Analysis of The Performance Level of a 10th Strories Building Structure Based on SNI 1726:2012 and SNI 1726:2019 Using The Pushover Methode). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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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. Earthquake regulations change from time to time along with the earthquake phenomenon that occurred in Indonesia in recent years. With the issuance of the latest earthquake regulations, buildings planned using the old earthquake regulations need to be reviewed for structural strength and building performance based on the latest earthquake regulations. This study aims to determine the comparison of building performance based on SNI 1726: 2012 and SNI 1726: 2019. The parameters analyzed are the influence 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 Sa 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%. The results of the performance level analysis using the pushover method based on ATC-40 and FEMA-356 show that the maximum story drift that occurs in the x and y direction earthquakes has a value smaller and less than 0.01.So with these conditions, the building can be categorized in the Immediate Occupancy (IO) level. Based on the results of the analysis, it can be concluded that the planned building is able to withstand earthquake loads and has been designed well enough for the latest earthquake regulations.

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