This study deals with the calibration of soil amplification factors to be used for generating site-specific, real-time (or quasi real-time) ground-motion scenarios in Italy. To this end, the ground response of 100 soil profiles is studied through 1-dimensional (1D) equivalent-linear numerical simulations. Several real, rock ground-motion time histories, grouped into different peak ground acceleration (PGA) classes, are driven through the models of the soil columns. Soil amplification factors are then calculated using different definitions, either as the ratio of the spectral acceleration at the surface to the spectral acceleration at the rock outcrop or by dividing the (acceleration or pseudo-velocity) response spectrum intensity at the sur...
Free-field ground motion during earthquake can be conveniently represented by response spectrum for ...
Providing quantitative microzonation results that can be taken into account in urban land-use plans ...
In the paper the results of 1-D equivalent linear seismic response analyses, carried out for differe...
For several engineering and seismological applications, site effects can be synthetically evaluated ...
To assess site-specific ground motion it is common practice to calculate seismic hazard at bedrock a...
ShakeMap® is the most widespread software generating maps showing spatial distributions of several g...
As it is well known, the severity and frequency content of the ground shaking at a site are signific...
AbstractThis study focuses on two weak points of the present procedure to carry out microzoning stud...
In spite of relative low, magnitude comparing with the historical destructive earthquake of the regi...
Following the 6 April 2009 earthquake which hit the Abruzzo region, numerous static and dynamic fiel...
We present a field procedure that has been extensively used in Italy to characterize local seismic r...
Based only on weak-motion data, we carried out a combined study on region-specific source scaling a...
It is widely recognized that a significant proportion of the variability of earthquake ground motion...
Italian attenuation relationships at regional scale have been refined using a data set of 322 horizo...
Ground response analyses are used to predict surface ground motions for development of design respon...
Free-field ground motion during earthquake can be conveniently represented by response spectrum for ...
Providing quantitative microzonation results that can be taken into account in urban land-use plans ...
In the paper the results of 1-D equivalent linear seismic response analyses, carried out for differe...
For several engineering and seismological applications, site effects can be synthetically evaluated ...
To assess site-specific ground motion it is common practice to calculate seismic hazard at bedrock a...
ShakeMap® is the most widespread software generating maps showing spatial distributions of several g...
As it is well known, the severity and frequency content of the ground shaking at a site are signific...
AbstractThis study focuses on two weak points of the present procedure to carry out microzoning stud...
In spite of relative low, magnitude comparing with the historical destructive earthquake of the regi...
Following the 6 April 2009 earthquake which hit the Abruzzo region, numerous static and dynamic fiel...
We present a field procedure that has been extensively used in Italy to characterize local seismic r...
Based only on weak-motion data, we carried out a combined study on region-specific source scaling a...
It is widely recognized that a significant proportion of the variability of earthquake ground motion...
Italian attenuation relationships at regional scale have been refined using a data set of 322 horizo...
Ground response analyses are used to predict surface ground motions for development of design respon...
Free-field ground motion during earthquake can be conveniently represented by response spectrum for ...
Providing quantitative microzonation results that can be taken into account in urban land-use plans ...
In the paper the results of 1-D equivalent linear seismic response analyses, carried out for differe...