Stochastic Generation of Peak Ground Accelerations Based on Single Seismic Event Data for Safety Assessment of Structuresopen access
- Authors
- Seok, Jihoon; Lee, Jeeho
- Issue Date
- Nov-2024
- Publisher
- MDPI
- Keywords
- stochastic approach; peak ground acceleration; monte carlo simulation; copula sampling; seismic safety assessment; artificial earthquake generation; response spectrum
- Citation
- Applied Sciences, v.14, no.21, pp 1 - 16
- Pages
- 16
- Indexed
- SCIE
SCOPUS
- Journal Title
- Applied Sciences
- Volume
- 14
- Number
- 21
- Start Page
- 1
- End Page
- 16
- URI
- https://scholarworks.dongguk.edu/handle/sw.dongguk/56279
- DOI
- 10.3390/app142110031
- ISSN
- 2076-3417
2076-3417
- Abstract
- The Korean Peninsula, characterized by low-to-moderate seismicity, faces a shortage of strong ground motion records, posing challenges for the seismic safety assessment of critical infrastructures. Given the rarity of large-magnitude earthquakes, generating a variety of earthquakes with rational values of Peak Ground Acceleration (PGA) is essential for robust seismic fragility and risk analysis. To address this, a new stochastic approach is proposed to simulate artificial earthquakes at multiple source-to-site distances and derive the probability distribution of PGA based on recorded data from a single seismic event. Two key source parameters, seismic moment and corner frequency, are treated as random variables with a negative correlation, reflecting their uncertainties and dependence on source-to-site distance. The Monte Carlo simulation with copula sampling of the key source parameters generates Fourier spectra for artificial earthquakes, which are transformed into the time domain to yield PGA distributions at various distances. A comparison with recorded data shows that the proposed method effectively simulates ground motion intensities, with no statistically significant differences between the simulated results and recorded data (p>0.05). The present method of determining PGA distributions provides a robust framework to enhance seismic risk analysis for the safety assessment of structures.
- Files in This Item
- There are no files associated with this item.
- Appears in
Collections - College of Engineering > Department of Civil and Environmental Engineering > 1. Journal Articles

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.