Pushover analysis of reinforced concrete building seismically designed based on SNI 1726-2019
| Author(s): |
Riza Suwondo
Lusy Mellyati Sohaib Alama |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | IOP Conference Series: Earth and Environmental Science, 1 February 2022, n. 1, v. 998 |
| Page(s): | 012005 |
| DOI: | 10.1088/1755-1315/998/1/012005 |
| Abstract: |
Indonesia has experienced many earthquakes due to its geographic location. Therefore, the Indonesian National Standard (SNI) for seismic design has recently been released for immediate application. In this study, nonlinear static analysis procedure is adopted to evaluate the seismic performance of reinforced concrete frame structures seismically designed using SNI. The main purpose of this study is to assess the safety level of the building under an earthquake. Three typical building with different height have been evaluated. The analysis is conducted using the commercial finite element ETABS. The performance level is determined according to ASCE41-17 acceptance criteria. The results revealed that the SNI designed building generally comply with to the acceptance criteria. |
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10780716 - Published on:
12/05/2024 - Last updated on:
12/05/2024
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