Building Strength Analysis Based on SNI 1726-2019 and the Performance of Building Structure Based on ATC-40 with Pushover Analysis Method (Case Study: Laboratory Building of Fakultas Kedokteran Unimus Semarang)

DOI

10.2991/978-2-38476-202-6_36How to use a DOI?

Keywords

Pushover; Nonlinear; SNI 1726-2019; ATC-40; Building Performance

Abstract

Changes in the earthquake map due to new faults and earthquake sources have caused changes in the applicable regulations, such as SNI 1726-2012 being updated to SNI 1726-2019 and so on. Analysis of old regulations against the latest regulations is carried out to control building capacity against the latest regulations, and the performance of the building structure is reviewed so that capacity is known. Strength analysis was carried out based on SNI 1726-2019, and performance analysis was carried out using Pushover Analysis, namely nonlinear static analysis based on parameters determined by the Applied Technology Council (ATC-40). The study results obtained the maximum Drift Limit value based on SNI 1726-2019 40 mm. For Inelastic Drift Limit results, for the X direction, a maximum of 20.771 mm and 24.346 mm for the Y direction. This value does not exceed the Drift Limit. The maximum stability coefficient based on SNI 1726-2019 is 0.0909, while the analysis results are 0.07 in the X direction and 0.086 in the Y direction. So, the structure can be said to be satisfactory and safe to use. The value of the Pushover Analysis based on the ATC-40 is Performance Point, namely the X direction, Vt = 17208.775 kN with a displacement of 0.076 m. Y direction, Vt = 15305.699 kN with a displacement of 0.018 m. From these values, it is concluded that the structure is in a state of IO or Immediate Occupancy.

Copyright

© 2023 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - K. Z. Candrasa Wira
AU  - R. Mahatir Ikshan
AU  - Supriyo Supriyo
AU  - Dianita Ratna Kusumastuti
AU  - Dedi Budi Setiawan
PY  - 2024
DA  - 2024/02/15
TI  - Building Strength Analysis Based on SNI 1726-2019 and the Performance of Building Structure Based on ATC-40 with Pushover Analysis Method (Case Study: Laboratory Building of Fakultas Kedokteran Unimus Semarang)
BT  - Proceedings of the International Conference on Applied Science and Technology on Social Science 2023 (iCAST-SS 2023)
PB  - Atlantis Press
SP  - 263
EP  - 270
SN  - 2352-5398
UR  - https://doi.org/10.2991/978-2-38476-202-6_36
DO  - 10.2991/978-2-38476-202-6_36
ID  - Wira2024
ER  -