Add to ORKGThis study presents a probabilistic method for estimating the ground motion hazard at sites presenting topographic irregularities. This method is applicable to topographic crests or ridges which may affect site response, producing 2D (or 3D) amplification effects. The method is based on a set of 2D numerical analyses that are carried out using multiple accelerograms from worldwide weak and strong earthquakes recorded on rock. Numerical analyses are performed to compute site-specific frequency-dependent amplification factors to be included into the ground motion prediction equation used in the seismic hazard computation. The hazard at the top of the ridge is then assessed by running a conventional probabilistic seismic hazard analysis (PSHA)...
In the first part, evidence of complex site effects in 2D geological configurations is illustrated, ...
An evaluation of the actual reliability of probabilistic seismic hazard (PSH) assessments, provided ...
This work presents a probabilistic method for estimating earthquake-induced nonlinear slope displace...
This study presents a probabilistic method for estimating the ground motion hazard at sites presenti...
With the aim of contributing to the refinement of the next generation of tools for seismic hazard an...
We present a probabilistic seismic hazard analysis (PSHA) for the entire Po Plain sedimentary basin ...
Surface topography can significantly affect earthquake ground motions, as suggested by many examples...
The article presents a comparison of different probabilistic methods for ground motion hazard assess...
As it is well known, the severity and frequency content of the ground shaking at a site are signific...
In the present work the seismic site response of Narni ridge (central Italy) is evaluated by compari...
Site-specific ground motion hazard assessed by a PSHA one-step approach that handles a single-site s...
In this study, we apply an empirical scoring method to evaluate the feasibility of probabilistic sei...
Probabilistic seismic hazard analysis (PSHA) encompasses quantitative estimation of seismic hazard a...
The substantial effect of irregular surface features, broadly known as topographic irregularities, o...
This work talks about the relevance of topographic effects in local site response evaluations. In th...
In the first part, evidence of complex site effects in 2D geological configurations is illustrated, ...
An evaluation of the actual reliability of probabilistic seismic hazard (PSH) assessments, provided ...
This work presents a probabilistic method for estimating earthquake-induced nonlinear slope displace...
This study presents a probabilistic method for estimating the ground motion hazard at sites presenti...
With the aim of contributing to the refinement of the next generation of tools for seismic hazard an...
We present a probabilistic seismic hazard analysis (PSHA) for the entire Po Plain sedimentary basin ...
Surface topography can significantly affect earthquake ground motions, as suggested by many examples...
The article presents a comparison of different probabilistic methods for ground motion hazard assess...
As it is well known, the severity and frequency content of the ground shaking at a site are signific...
In the present work the seismic site response of Narni ridge (central Italy) is evaluated by compari...
Site-specific ground motion hazard assessed by a PSHA one-step approach that handles a single-site s...
In this study, we apply an empirical scoring method to evaluate the feasibility of probabilistic sei...
Probabilistic seismic hazard analysis (PSHA) encompasses quantitative estimation of seismic hazard a...
The substantial effect of irregular surface features, broadly known as topographic irregularities, o...
This work talks about the relevance of topographic effects in local site response evaluations. In th...
In the first part, evidence of complex site effects in 2D geological configurations is illustrated, ...
An evaluation of the actual reliability of probabilistic seismic hazard (PSH) assessments, provided ...
This work presents a probabilistic method for estimating earthquake-induced nonlinear slope displace...