Izvorni znanstveni članak
https://doi.org/10.17794/rgn.2021.2.1
ONE DIMENSIONAL SEISMIC RESPONSE ANALYSIS AT THE NON-COMMERCIAL NUCLEAR REACTOR SITE, SERPONG - INDONESIA
Yuliastuti Yuliastuti
orcid.org/0000-0003-1328-8587
; Center for Nuclear Energy System-National Nuclear Energy Agency (BATAN), Jl. Kuningan Barat, Mampang Prapatan, Jakarta, Indonesia
Heri Syaeful
; Center for Nuclear Mineral Technology-National Nuclear Energy Agency (BATAN), Jl. Lebak Bulus Raya, Pasar Jumat, Jakarta, Indonesia
Arifan J. Syahbana
; Research Center for Geotechnology, Indonesian Institute of Sciences (LIPI), Bandung, Indonesia
Euis E. Alhakim
; Center for Nuclear Energy System-National Nuclear Energy Agency (BATAN), Jl. Kuningan Barat, Mampang Prapatan, Jakarta, Indonesia
Tagor M. Sembiring
; Center for Nuclear Energy System-National Nuclear Energy Agency (BATAN), Jl. Kuningan Barat, Mampang Prapatan, Jakarta, Indonesia
Sažetak
One dimensional seismic response analysis on the ground surface of the Non-Commercial Power Reactor (RDNK) site based on the mean uniform hazard spectrum (UHS) and disaggregation analysis has been conducted. The study’s objective was to perform an analysis on site-specific response spectra on the ground surface based on existing mean UHS and disaggregation data of the site that correspond to a 1,000 and 10,000 year return period of earthquakes in compliance with the national nuclear regulatory body requirements of Indonesia. Detailed site characterization was defined based on secondary data of a geotechnical drill-hole, seismic cross-hole, downhole data, and microtremor array data. The dynamic site characteristic analysis was presented along with strong motion selection and processing using two types of strong motion datasets. An investigation of strong motion selection, spectral matching, and scaling has been presented as an essential step in ground motion processing. One-dimensional equivalent linear analysis simulation was performed by computing the processed ground motions. A seismic design spectrum and ground surface response spectra from the two datasets of strong motion, both corresponding to a 10,000 and 1,000 year return period, are presented at the end of this study. This study has shown that in order to establish the appropriate seismic response design spectrum, site-specific data and seismic hazard analysis must be immensely considered.
Ključne riječi
Input motion selection; nuclear site; seismic site response; Serpong
Hrčak ID:
254169
URI
Datum izdavanja:
21.3.2021.
Posjeta: 1.113 *