NEHRP guidelines for simplified seismic design provide site amplification factors as a function of the average shear wave velocity (Vs) of the top 30 m of a site, or Vs30. These guidelines are mainly based on experience and observations from the Western United States (WUS), where regional geology is conditioned by frequent tectonic activity. However, the Vs30 value does not capture sharp Vs contrasts due to very hard rock overlain by softer soil, conditions prevalent in the Central and Eastern United States (CEUS), which lead to significant ground motion amplification. Site response analyses performed on CEUS sites have confirmed this inconsistency between NEHRP and calculated amplification factors. This paper presents the development of a ...
When a site-specific probabilistic ground-motion estimate is required, the full site-amplification d...
Current seismic hazard analyses are generally performed using probabilistic methods. When dealing wi...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
Site amplification functions are used to modify ground motions from a reference bedrock condition to...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
We introduce a site factor computation method for a region by extending the site-specific and probab...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
textThe development of a site-specific seismic hazard curve for a soil site requires the incorporati...
The reference rock site condition has two important applications for ground-motion prediction in the...
The effects of local geology, including uncertainty, have been incorporated into several central and...
Abstract The definition of a reference bedrock condition representative of a region of interest is o...
The most important tools in earthquake engineering are the site design spectra and fundamental perio...
Site factors are used to modify ground motions from a reference rock site condition to reflect the i...
The U.S. Geological Survey (USGS) has published probabilistic earthquake hazard maps for the United ...
When a site-specific probabilistic ground-motion estimate is required, the full site-amplification d...
Current seismic hazard analyses are generally performed using probabilistic methods. When dealing wi...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
Site amplification functions are used to modify ground motions from a reference bedrock condition to...
The time-averaged shear wave velocity in the upper 30 m of a site (Vs30) is the most common site par...
We introduce a site factor computation method for a region by extending the site-specific and probab...
The most commonly used parameter for representing site conditions for ground motion studies is the t...
Ground motion intensity measures are used to represent various components of earthquake shaking inte...
textThe development of a site-specific seismic hazard curve for a soil site requires the incorporati...
The reference rock site condition has two important applications for ground-motion prediction in the...
The effects of local geology, including uncertainty, have been incorporated into several central and...
Abstract The definition of a reference bedrock condition representative of a region of interest is o...
The most important tools in earthquake engineering are the site design spectra and fundamental perio...
Site factors are used to modify ground motions from a reference rock site condition to reflect the i...
The U.S. Geological Survey (USGS) has published probabilistic earthquake hazard maps for the United ...
When a site-specific probabilistic ground-motion estimate is required, the full site-amplification d...
Current seismic hazard analyses are generally performed using probabilistic methods. When dealing wi...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...