A Design Ground Motion Library (DGML) is being developed that will contain selected recorded acceleration time histories considered to be suitable for use by engineering practitioners for the time history dynamic analysis of various facility types in California and other parts of the Western United States. The DGML will include: (1) the electronic library of selected time histories and their associated ground motion parameters and supporting information on the earthquake source, travel path, and site characteristics; and (2) detailed guidelines for forming and scaling sets of time histories for applications. The characteristics of the seismic environment, including earthquake magnitude, faulting mechanism, source-to-site distance, near-faul...
The seismic resistance design codes recommend the selection of at least three or seven ground motion...
Nonlinear earthquake analyzes of structures are increasingly required by building codes and other se...
This paper presents a new approach to selection of a set of recorded earthquake ground motions that ...
In performance-based seismic design, ground-motion time histories are needed for analyzing dynamic r...
The lack of ground motion time history records with a 1000-year return period hazard for Central Nor...
In time history analysis of structures, it is essential to select an appropriate set of earthquake g...
We compile and process an electronic database of ground motions recorded on accelerometers and broad...
In performance-based seismic design of civil infrastructure, earthquake ground motion is one of the ...
Earthquake ground motion records are used as inputs for seismic hazard analysis, development of grou...
This dissertation investigates the issue of selecting and scaling ground motions as inputexcitations...
As non-linear response history analyses are becoming more prevalent in practice, there is a need to ...
A site at Yucca Mountain Nevada is currently being studied to assess its suitability as a potential ...
ABSTRACT: Acceleration Time-histories of earthquake ground motions are required for analyzing the st...
Scarcity of the recorded ground motions and their unavailability to meet specified design scenarios ...
Internet-based USGS’s interactive deaggregation of probabilistic seismic hazard was used to identify...
The seismic resistance design codes recommend the selection of at least three or seven ground motion...
Nonlinear earthquake analyzes of structures are increasingly required by building codes and other se...
This paper presents a new approach to selection of a set of recorded earthquake ground motions that ...
In performance-based seismic design, ground-motion time histories are needed for analyzing dynamic r...
The lack of ground motion time history records with a 1000-year return period hazard for Central Nor...
In time history analysis of structures, it is essential to select an appropriate set of earthquake g...
We compile and process an electronic database of ground motions recorded on accelerometers and broad...
In performance-based seismic design of civil infrastructure, earthquake ground motion is one of the ...
Earthquake ground motion records are used as inputs for seismic hazard analysis, development of grou...
This dissertation investigates the issue of selecting and scaling ground motions as inputexcitations...
As non-linear response history analyses are becoming more prevalent in practice, there is a need to ...
A site at Yucca Mountain Nevada is currently being studied to assess its suitability as a potential ...
ABSTRACT: Acceleration Time-histories of earthquake ground motions are required for analyzing the st...
Scarcity of the recorded ground motions and their unavailability to meet specified design scenarios ...
Internet-based USGS’s interactive deaggregation of probabilistic seismic hazard was used to identify...
The seismic resistance design codes recommend the selection of at least three or seven ground motion...
Nonlinear earthquake analyzes of structures are increasingly required by building codes and other se...
This paper presents a new approach to selection of a set of recorded earthquake ground motions that ...