2023
DOI: 10.1016/j.enggeo.2023.107364
|View full text |Cite
|
Sign up to set email alerts
|

Deterministic seismic hazard analysis from physics-based earthquake simulations in the Eastern Betics (SE Iberia)

Paula Herrero-Barbero,
José A. Álvarez-Gómez,
Meaza Tsige
et al.
Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

2024
2024
2024
2024

Publication Types

Select...
2
1

Relationship

0
3

Authors

Journals

citations
Cited by 3 publications
(1 citation statement)
references
References 88 publications
0
1
0
Order By: Relevance
“…The Seismic Hazard Modelling module uses the geophysical information of the Urban Planning module in conjunction with relevant seismological data (e.g., earthquake-rupture parameters) to produce spatial groundshaking hazard maps (ground-motion fields) in terms of Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV), spectral accelerations at different structural periods (SAs) etc. The hazard could be expressed using either deterministic (scenario-based) (Herrero-Barbero et al, 2023) or probabilistic (time-based) (Stevens et al, 2018) earthquake rupture features. Ground-motion fields associated with specific rupture parameters can then be calculated (deterministically or probabilistically) through empirical (Boore et al, 1993;Douglas & Edwards, 2016;Somerville et al, 1997) or physics-based (Paolucci et al, 2014;Taborda et al, 2014) groundmotion modelling methods.…”
Section: Seismic Hazard Modellingmentioning
confidence: 99%
“…The Seismic Hazard Modelling module uses the geophysical information of the Urban Planning module in conjunction with relevant seismological data (e.g., earthquake-rupture parameters) to produce spatial groundshaking hazard maps (ground-motion fields) in terms of Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV), spectral accelerations at different structural periods (SAs) etc. The hazard could be expressed using either deterministic (scenario-based) (Herrero-Barbero et al, 2023) or probabilistic (time-based) (Stevens et al, 2018) earthquake rupture features. Ground-motion fields associated with specific rupture parameters can then be calculated (deterministically or probabilistically) through empirical (Boore et al, 1993;Douglas & Edwards, 2016;Somerville et al, 1997) or physics-based (Paolucci et al, 2014;Taborda et al, 2014) groundmotion modelling methods.…”
Section: Seismic Hazard Modellingmentioning
confidence: 99%