| Issue |
E3S Web Conf.
Volume 429, 2023
The Third International Conference of Construction, Infrastructure, and Materials (ICCIM 2023)
|
|
|---|---|---|
| Article Number | 05024 | |
| Number of page(s) | 6 | |
| Section | Structural Engineering and Materials | |
| DOI | https://doi.org/10.1051/e3sconf/202342905024 | |
| Published online | 20 September 2023 | |
Performance evaluation of high-rise apartment building using pushover analysis
1 Civil Engineering Department, Universitas Andalas, Padang, Indonesia
2 Postgraduate Program of Civil Engineering, Universitas Andalas, Jakarta, Indonesia
* Corresponding author: masrilayanti@eng.unand.ac.id
Indonesia is a developing country that is experiencing rapid development growth. According to the Central Statistics Agency, in 2020 the population of Indonesia will be 270.20 million people. The increase in population from year-to-year results in increasingly narrow lands for development. Therefore, developers and businesspeople make the best use of this opportunity in the world of construction by carrying out developments, including high-rise apartments. As an earthquake-prone area, the planning process for buildings, especially tall buildings in Indonesia, must be carried out very carefully by considering the strength of the structure against high-intensity earthquake loads. Risk reduction strategies can be implemented through building vulnerability assessment by checking structural performance using pushover analysis. In this study, the performance of a 32-storey apartment building was examined using the pushover analysis method. The resulting calculation is that the performance of the structure is 0.0023 for the lateral direction and 0.0113 for the transverse direction. Through the ATC 40 method it is known that the result of structural performance is Damage Control, where after an earthquake the building is still habitable.
© The Authors, published by EDP Sciences, 2023
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