Issue |
E3S Web Conf.
Volume 156, 2020
4th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM 2019)
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|
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Article Number | 05021 | |
Number of page(s) | 4 | |
Section | Structure | |
DOI | https://doi.org/10.1051/e3sconf/202015605021 | |
Published online | 13 March 2020 |
Performance of asmetric structures reviewed with based plastic design performance (case study of application on building in Pekan Baru)
Civil Engineering Departement, Universitas Andalas, Kampus Limau Manis, Padang, Indonesia
* Corresponding author: jati@eng.unand.ac.id
Performance-Based Plastic Design (PBPD) is a structural analysis that can be used to review structural performance. This method is increasingly popular to be used in the earthquake-prone area. This method is based on energy method that can be applied to steel or concrete structures. Meanwhile, Indonesia has already SNI 1726:2102 to be used as a guide in designing the thrust load to review the level of structural performance. Both of these things need to be used as a reference in areas that were initially considered safe from the earthquake but based on the development of earthquake micro zonation maps, it is very possible to become potential areas that also become earthquake regions. For this reason, the case of the structure that was built in the Pekanbaru area was taken. From the analyses of structural behavior, the structure that applied PBPD has greater displacement than the structures that apply the thrust load of SNI 1726: 2012. The percentage of displacement that occurred was 8-37 %. Based on performance analysis, the structures according to PBPD shows a better level of performance to the application of SNI 1726: 2012 thrust load.
© The Authors, published by EDP Sciences, 2020
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