In the framework of an ongoing Italian national research project we are studying the Messina 1908 earthquake, the first to be recorded adequately by seismological and geodetic instrumentation that allowed subsequent quantitative investigations of its source properties. We use a high-frequency stochastic finite-fault modeling (Motazedian and Atkinson, 2005) to simulate the ground-shaking for a number of different source models (Basili et al. 2008), either constrained from past source studies of this event or simulated. Although inherently kinematic, our approach accounts for the physics of the source using a procedure to generate physically consistent earthquake-rupture models (Guatteri et al., 2004). Considering the width of the seismogeni...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In the recent years, two Italian research projects have been devoted to the simulation of ground sha...
Abstract In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fa...
This study investigates the engineering applicability of two conceptually different finite-fault sim...
To define more accurately the near field and the directivity effect, different methodologies of fini...
In this paper, we investigate ground-motion variability due to different faulting approximations and...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The main goal of UR 3.13 is to establish a work flow for a multi-layer map that includes the seismic...
The evaluation of the expected peak ground motion caused by an earthquake is an important problem in...
Abstract This study investigates the engineering applicability of two conceptually different finite-...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In the recent years, two Italian research projects have been devoted to the simulation of ground sha...
Abstract In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fa...
This study investigates the engineering applicability of two conceptually different finite-fault sim...
To define more accurately the near field and the directivity effect, different methodologies of fini...
In this paper, we investigate ground-motion variability due to different faulting approximations and...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The aim of this paper is to investigate the engineering applicability of two conceptually different ...
The main goal of UR 3.13 is to establish a work flow for a multi-layer map that includes the seismic...
The evaluation of the expected peak ground motion caused by an earthquake is an important problem in...
Abstract This study investigates the engineering applicability of two conceptually different finite-...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fault simul...
In the recent years, two Italian research projects have been devoted to the simulation of ground sha...
Abstract In this paper, we adopt three ground-motion simulation techniques (the stochastic finite-fa...