| Issue |
E3S Web Conf.
Volume 513, 2024
International Conference on SDGs for Sustainable Future (ICSSF 2024)
|
|
|---|---|---|
| Article Number | 01008 | |
| Number of page(s) | 8 | |
| Section | Earth and Environmental Sciences | |
| DOI | https://doi.org/10.1051/e3sconf/202451301008 | |
| Published online | 24 April 2024 | |
Comparative analysis of deviation in high buildings based on earthquake load SNI 1726:2012 and SNI 1726:2019
Study Program of Civil Engineering, Universitas Negeri Surabaya, Surabaya, Indonesia
* Corresponding author: berkatzega@unesa.ac.id
In 2019 the National Standardization Agency (BSN) issued the latest Indonesian National Standard (SNI), namely SNI 1726:2019 concerning Procedures for Planning Earthquake Resistance for Building Structures and No Buildings. SNI 1726:2019 is a revision of SNI 1726:2012. The purpose of this study was to determine the percentage of displacement ratio in tall buildings between using SNI for Planning Procedures for Earthquake Resistance for Building Structures and Building Structures SNI 1726:2012 and SNI 1726:2019. The method used in this research is data analysis using numerical methods. Data analysis by analyzing steel building structures and modeling steel building designs using SAP2000. The results of the analysis show that the comparison of drift between floors in buildings using SNI 2012 and SNI 2019 is not very significant and is still within the allowable deviation limits.
© The Authors, published by EDP Sciences, 2024
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