The reference rock site condition has two important applications for ground-motion prediction in the stable continental region of central and eastern North America (CENA). (1) It represents the site condition for which ground motions are computed using semiempirical ground-motion prediction equations. In addition, (2) it represents the site condition to which site amplification factors, which are used to modify ground-motion intensity measures for softer site condition, are referenced (i. e., site amplification is unity for reference rock). We define reference rock by its shear (S)and compression (P)-wave velocities, as well as a site attenuation parameter (kappa(0)), which is used in stochastic ground-motion simulation methods. Prior defin...
International audienceSite-specific seismic hazard studies involving detailed account of the site re...
Site-specific seismic hazard studies involving detailed account of the site response require the pri...
Having a reliable site conditions estimate is an important step to analyze and predict earthquake gr...
The reference rock site condition has two important applications for ground-motion prediction in the...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
The works presented in this thesis are aimed at understanding and modeling earthquake ground motions...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
Site amplification functions are used to modify ground motions from a reference bedrock condition to...
Abstract The definition of a reference bedrock condition representative of a region of interest is o...
International audienceA key scientific component in Seismic Hazards Analysis (SHA) is the assessment...
We investigate bias in ground motions predicted for Central and Eastern North America (CENA) using g...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
A ground‐motion prediction equation (GMPE) specific to rock and stiff‐soil sites is derived using se...
The objective of this thesis is to improve the physical understanding of earthquake ground motion ch...
International audienceSite-specific seismic hazard studies involving detailed account of the site re...
Site-specific seismic hazard studies involving detailed account of the site response require the pri...
Having a reliable site conditions estimate is an important step to analyze and predict earthquake gr...
The reference rock site condition has two important applications for ground-motion prediction in the...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
The works presented in this thesis are aimed at understanding and modeling earthquake ground motions...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
Site amplification functions are used to modify ground motions from a reference bedrock condition to...
Abstract The definition of a reference bedrock condition representative of a region of interest is o...
International audienceA key scientific component in Seismic Hazards Analysis (SHA) is the assessment...
We investigate bias in ground motions predicted for Central and Eastern North America (CENA) using g...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
A ground‐motion prediction equation (GMPE) specific to rock and stiff‐soil sites is derived using se...
The objective of this thesis is to improve the physical understanding of earthquake ground motion ch...
International audienceSite-specific seismic hazard studies involving detailed account of the site re...
Site-specific seismic hazard studies involving detailed account of the site response require the pri...
Having a reliable site conditions estimate is an important step to analyze and predict earthquake gr...