| Issue |
MATEC Web Conf.
Volume 195, 2018
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018)
|
|
|---|---|---|
| Article Number | 03019 | |
| Number of page(s) | 10 | |
| Section | Geotechnical Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201819503019 | |
| Published online | 22 August 2018 | |
Peak ground acceleration at surface for Mataram city with a return period of 2500 years using probabilistic method
1
Department of Civil Engineering, Faculty of Engineering, Mataram University, Jl. Majapahit 62, Mataram, Indonesia
2
Stasiun Geofisika Mata Ie, BMKG, Jl. Raya Mata Ie, Banda Aceh, Indonesia
3
Earthquake and Tsunami Center of BMKG, Jl. Angkasa 1, Kemayoran Jakarta Pusat, Indonesia
* Corresponding author: reemyan@gmail.com
The Lombok region especially Mataram city, is situated in a very active seismic zone because of the existence of subduction zones and the Flores back arc thrust. Hence, the peak ground acceleration (PGA) at the surface is necessary for seismic design regulation referring to SNI 1726:2012. In this research we conduct a probabilistic seismic hazard analysis to estimate the PGA at the bedrock with a 2% probability of exceedance in 50 years corresponding to the return period of 2500 years. These results are then multiplied by the amplification factor referred from shear wave velocity at 30 m depth (Vs30) and the microtremor method. The result of the analysis may describe the seismic hazard in Mataram city which is important for building codes.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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