Research Article
Comparison of Earthquake Resistant Building Design Based on SNI 1726-2012 and SNI 2847-2013 with SNI 1726-2019 and SNI 2847-2019. Case Study of Indonesian International Islamic University (UIII) Student Apartment Building
@INPROCEEDINGS{10.4108/eai.31-3-2022.2320967, author={Khansa Yasir and Ranny Adriana and Khristya Pramitha}, title={ Comparison of Earthquake Resistant Building Design Based on SNI 1726-2012 and SNI 2847-2013 with SNI 1726-2019 and SNI 2847-2019. Case Study of Indonesian International Islamic University (UIII) Student Apartment Building}, proceedings={Proceedings of the 1st International Conference on Contemporary Risk Studies, ICONIC-RS 2022, 31 March-1 April 2022, South Jakarta, DKI Jakarta, Indonesia}, publisher={EAI}, proceedings_a={ICONIC-RS}, year={2022}, month={8}, keywords={the previous standard the latest standard structural system sectional dimensions cross-section reinforcement}, doi={10.4108/eai.31-3-2022.2320967} }- Khansa Yasir
Ranny Adriana
Khristya Pramitha
Year: 2022
Comparison of Earthquake Resistant Building Design Based on SNI 1726-2012 and SNI 2847-2013 with SNI 1726-2019 and SNI 2847-2019. Case Study of Indonesian International Islamic University (UIII) Student Apartment Building
ICONIC-RS
EAI
DOI: 10.4108/eai.31-3-2022.2320967
Abstract
The renewal of the Indonesian National Standard (SNI) on earthquake-resistant building planning has been carried out and will begin to be implemented, therefore research on new standards is needed so that a comparison between old standards and new standards can be known to be used as a reference for the latest structural design. The updated regulations are SNI on Earthquake Resistance Planning Procedures for Building and Non-Building Structures (SNI 1726:2019) and Structural Concrete Requirements for Building Buildings (SNI 2847:2019) which replace the previous standards, namely SNI 03-1726-2012 and SNI 03-2847-2013. The case study used in this study was the design of a 9-story building at the UIII Student Apartment in Depok. The analysis of the design results is to use the SAP 2000 application to help find out the inner styles on the structure and Microsoft Excel help for the calculation of the cross section of the structure. In these two standards, it is still the same using the SRPMK structural system, and the earthquake load analysis method used is spectrum response. The results showed that the building design according to SNI 2847-2013 and SNI 2847-2019 did not change much. The biggest difference is caused by the latest standard of the earthquake, namely SNI 1726-2019, where with that standard many changes in the value of the earthquake coefficient, resulting in a larger structural base shear force.
