Evaluation of building structure planning using SNI 1726:2019 and SNI 2847:2019 in earthquake-prone areas
Author(s): |
Dumaria
F. Lubis W. Apriani |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | IOP Conference Series: Earth and Environmental Science, 1 April 2024, n. 1, v. 1321 |
Page(s): | 012024 |
DOI: | 10.1088/1755-1315/1321/1/012024 |
Abstract: |
The Indonesian National Standardization Body has updated the regulations on procedures for planning and constructing buildings to make them more effective and efficient by issuing SNI 1726:2019 and SNI 2847:2019. The Training Center Building is planned in 2019 using SNI 1726:2012 and SNI 2847:2013. The purpose of this research was to evaluate the strength of the structural elements of the Training Center Building based on SNI 1726:2019 and SNI 2847:2019. This research was conducted using the Response spectrum method with the help of the ETABS.20.2.0 application and SP COLUMN.16 and was guided by SNI 1726:2019 and SNI 2847:2019. The results of the Modeling of the Training Center Building for mass participation that has occurred have not met the requirements of SNI 1726:2019 because they have not fulfilled the 100% requirement, namely 99.7% for the X direction and 99.7% for the Y direction, so that it is evaluated using SNI 1726:2019, participation is obtained the mass has been reached 100% in the 11th mode. The drift between floors for the X and Y directions is safe. Analysis based on SNI 2847:2019 has not met the safety requirements of the structure because there are 5 beams that experience overstress or overstress, namely beams B77, B78 on the 1st floor, beams B63 and B80 on the 2nd floor and beam B81 on the 3rd floor. |
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data sheet - Reference-ID
10780160 - Published on:
12/05/2024 - Last updated on:
12/05/2024