Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6771613 | Soil Dynamics and Earthquake Engineering | 2016 | 14 Pages |
Abstract
The main hypothesis of this paper was that the results of PSHA may be significantly influenced by considering the rupture model parameters as random variables instead of fixed values. The Monte Carlo simulation, as a powerful tool for uncertainty propagation analysis, was used for this objective. The NGA-West 2 database, as well as the Wells and Coppersmith (1994) [4] study was applied to describe the rupture model parameters in a stochastic manner. The results confirmed that hazard values derived from the Monte Carlo simulation method are significantly different from those derived from the classical approach. Depending on the attenuation relation and the style of faulting, theses differences leads to over/underestimation of hazard, especially at shorter periods in a characteristic band of region.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Ali Farhadi, Mehdi Mousavi,