The Performance Analysis of High-Rise Building Structure Based on SNI 03-1726-2012 and SNI 03-1726-2019 (Case Study: Tower 1 Transit Oriented Development Apartment Pondok Cina, Depok)

Tampubolon, Sudarno P and Simanjuntak, Pinondang and Tarapandjang, Gracela P and Sarassantika, I Putu Ellsa (2023) The Performance Analysis of High-Rise Building Structure Based on SNI 03-1726-2012 and SNI 03-1726-2019 (Case Study: Tower 1 Transit Oriented Development Apartment Pondok Cina, Depok). Journal of Infrastructure Planning and Engineering, 2 (1). pp. 36-41. ISSN 2829-5153

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Abstract

Indonesia has recently implemented a new seismic standard, SNI 03-1726-2019, which replaces SNI 03-1726-2012. The goal of this research is to compare the calculations and analyses of TOD apartments in Pondok Cina, Depok, based on SNI 03-1726 2012 and SNI 03-1726-2019, and to determine the main characteristics that differ between the two standards. The comparative results show that the parameter values of SS and S1 in SNI 03-1726-2019 have increased, affecting the reference values for computing the acceleration value of the response spectrum. Furthermore, as a result of the large increase in the acceleration spectral design response compared to SNI 03-1726-2012, the fundamental static and dynamic shear force values in the X and Y directions in SNI 03-1726-2019 have increased by 18% and 15%, respectively. The TOD apartment complex in Pondok Cina, Depok, is rated as Immediate Occupancy under the performance-based planning approach, suggesting that it can resist an earthquake while staying functional and minimizing the danger of casualties. Such a technique can provide useful information regarding the seismic behavior of the building as well as the extent to which the earthquake may influence its structural integrity. Keywords: Performance level; response spectrum; SNI 03-1726-2019.

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