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Evaluation of building structure planning using SNI 1726:2019 and SNI 2847:2019 in earthquake-prone areas

Author(s):


Medium: journal article
Language(s): English
Published in: IOP Conference Series: Earth and Environmental Science, , 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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1088/1755-1315/1321/1/012024.
  • About this
    data sheet
  • Reference-ID
    10780160
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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