Comparative study on using of SNI 1726-2012 and SNI 1726-2019 for calculating of internal force magnitude of lecture building in D.I. Yogyakarta Province

Abstract

The application of SNI 1726-2019 as a new standard has added and changed the scope of the procedure for calculating earthquakes to become wider so that it can keep up with the times. Earthquake loads can be analyzed statically or dynamically. Dynamic analysis using the response spectrum method. This study aims to compare the results of the calculation using the response spectrum based on SNI 1726-2012 and SNI 1726-2019 so that it can be seen whether buildings using the old rules are still safe or not. The building structure is modeled as an ordinary building and functions as a lecture building in the Province of D.I Yogyakarta with a total of 4 floors and a building height of 24.054 m. The results of the research prove that the forces acting on the building with modeling use the response spectrum of SNI 1726-2012 and SNI 1726-2019, the building structure scheme using the old standard is given a small safe limit, if a review is carried out using the new standard the structure of the building is required to be rehabilitated in preventing building construction failures. However, if a large safety limit is given in the planning using the old standard, if a review is carried out based on the new standard, it is possible that the building structure does not need to be rehabilitated if it meets the safety limit of the new standard.