The time-averaged shear-wave velocity in the upper 30 m (VS30) is widely used as a proxy for site characterization in building codes. Regional estimations of VS30 often use either slope-based, terrain-based, or geological approaches as a proxy. This technique has proven useful at a number of locations globally, and slope-based estimates formed the basis of the original global VS30 model implemented by the U.S. Geological Survey. Geostatistical models involve the study of potentially spatially correlated parameters. Modeling challenges arise when parameters are scarce or uncertain, and traditional geostatistical workflows cannot be implemented in all settings. In this study, the benefits of the spatial extents of VS30 proxies are used to sup...
Maps providing information on site conditions are essential tools to accurately represent the spatia...
A ground‐motion prediction equation (GMPE) specific to rock and stiff‐soil sites is derived using se...
International audienceUsing velocity profiles from sites in Japan, California, Turkey, and Europe, w...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
Motivation Vs30 (the time-averaged shear wave velocity in the uppermost 30 metres of a given locati...
Geostatistical methods are valuable to understand better the spatial distribution of geotechnical pa...
The time-averaged shear-wave velocity in the top 30 meters of subsurface material (VS30) is a widely...
VS30, the time-averaged 30-metre depth shear wave velocity (VS) for vertically propagating seismic s...
When designing structures to withstand future earthquakes, the potential damage resulting from a ra...
Earthquakes, with their unpredictable and devastating nature, have resulted in large damages worldwi...
Despite obvious limitations as a proxy for site amplification, the use of time-averaged shear-wave v...
With the relatively sparse number of direct VS30 measurements in Southern California, researchers h...
The ground motion parameters such as amplitude, frequency content and the duration can be affected b...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
The inclusion of site-specific conditions is essential to adequately represent the seismic hazard an...
Maps providing information on site conditions are essential tools to accurately represent the spatia...
A ground‐motion prediction equation (GMPE) specific to rock and stiff‐soil sites is derived using se...
International audienceUsing velocity profiles from sites in Japan, California, Turkey, and Europe, w...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
Motivation Vs30 (the time-averaged shear wave velocity in the uppermost 30 metres of a given locati...
Geostatistical methods are valuable to understand better the spatial distribution of geotechnical pa...
The time-averaged shear-wave velocity in the top 30 meters of subsurface material (VS30) is a widely...
VS30, the time-averaged 30-metre depth shear wave velocity (VS) for vertically propagating seismic s...
When designing structures to withstand future earthquakes, the potential damage resulting from a ra...
Earthquakes, with their unpredictable and devastating nature, have resulted in large damages worldwi...
Despite obvious limitations as a proxy for site amplification, the use of time-averaged shear-wave v...
With the relatively sparse number of direct VS30 measurements in Southern California, researchers h...
The ground motion parameters such as amplitude, frequency content and the duration can be affected b...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
The inclusion of site-specific conditions is essential to adequately represent the seismic hazard an...
Maps providing information on site conditions are essential tools to accurately represent the spatia...
A ground‐motion prediction equation (GMPE) specific to rock and stiff‐soil sites is derived using se...
International audienceUsing velocity profiles from sites in Japan, California, Turkey, and Europe, w...