Abstract We describe a technique to derive first-order site-condition maps di-rectly from topographic data. For calibration, we use global 30 arc sec topographic data and VS30 measurements (here VS30 refers to the average shear-velocity down to 30 m) aggregated from several studies in the United States, as well as in Taiwan, Italy, and Australia. VS30 values are correlated against topographic slope to develop two sets of parameters for deriving VS30: one for active tectonic regions where to-pographic relief is high, and one for stable shields where topography is more subdued. By taking the gradient of the topography and choosing ranges of slope that maximize the correlation with shallow shear-velocity observations, we can recover, to first ...
International audienceIn the past few years it has been proposed to use the topographic slope from d...
Earthquakes, with their unpredictable and devastating nature, have resulted in large damages worldwi...
SUMMARY: The evaluation of site effects on a broad scale is a critical issue for seismic hazard and ...
Despite obvious limitations as a proxy for site amplification, the use of time-averaged shear-wave v...
Abstract An alternative method has recently been proposed for evaluating glo-bal seismic site condit...
In the past few years a series of articles have been published concerning the use of topographic slo...
International audienceIn the past few years a series of articles have been published concerning the ...
The travel-time averaged shear-wave velocity to a depth of 30m (Vs30) below the Earth’s surface is w...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
The time-averaged shear-wave velocity of the upper 30 m of the crust (Vs30) is the primary parameter...
The inclusion of site-specific conditions is essential to adequately represent the seismic hazard an...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
International audienceIn the past few years it has been proposed to use the topographic slope from d...
Earthquakes, with their unpredictable and devastating nature, have resulted in large damages worldwi...
SUMMARY: The evaluation of site effects on a broad scale is a critical issue for seismic hazard and ...
Despite obvious limitations as a proxy for site amplification, the use of time-averaged shear-wave v...
Abstract An alternative method has recently been proposed for evaluating glo-bal seismic site condit...
In the past few years a series of articles have been published concerning the use of topographic slo...
International audienceIn the past few years a series of articles have been published concerning the ...
The travel-time averaged shear-wave velocity to a depth of 30m (Vs30) below the Earth’s surface is w...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
The time-averaged shear-wave velocity of the upper 30 m of the crust (Vs30) is the primary parameter...
The inclusion of site-specific conditions is essential to adequately represent the seismic hazard an...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
International audienceIn the past few years it has been proposed to use the topographic slope from d...
Earthquakes, with their unpredictable and devastating nature, have resulted in large damages worldwi...
SUMMARY: The evaluation of site effects on a broad scale is a critical issue for seismic hazard and ...