Two analog methods of simulating earthquake motions are presented. One method uses sections of a gaussian random function with a given power spectrum. The second method uses a hybrid computer that permits any given type of ground motion to be simulated. Linear single-degree-of-freedom systems were excited by the simulated earthquakes and their responses were measured. Base shear was used as a measure of the response and empirical formulas were developed for base shear as a function of the mass and period of the system and the magnitude of the ground acceleration.L'auteur pr\ue9sente deux m\ue9thodes de simulation par ordinateurs des movements du sol caus\ue9s par les tremblements de terre. L'une de ces m\ue9thodes utilise une partie d'une c...
This report outlines a method of using empirical Green's functions in an earthquake simulation progr...
Simulating strong ground motions produced by an earthquake is an important step to evaluate the seis...
Scarcity of the recorded ground motions and their unavailability to meet specified design scenarios ...
Simulated earthquake motions suitable for design calculations are generated with the aid of a digita...
A study is made of the accuracy of electronic digital computer calculations of ground displacement a...
Aseismic design is handicapped by a lack of statistical knowledge of earthquakes and the difficulty ...
In many seismic codes the use of simulated ground motions for dynamic structural analysis is already...
Abstract A method for simulating strong ground motion for a large earthquake based on synthetic Gree...
The prediction of realistic ground motion produced by a hypothetical future earthquake is a fundamen...
This paper examines four methods by which ground motions can be selected for dynamic seismic respon...
In many seismic codes the use of simulated ground motions for dynamic structural analysis is already...
Abstract In order to improve computer simulations of earthquakes and com-putations of ground motions...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
This report outlines a method of using empirical Green's functions in an earthquake simulation progr...
Simulating strong ground motions produced by an earthquake is an important step to evaluate the seis...
Scarcity of the recorded ground motions and their unavailability to meet specified design scenarios ...
Simulated earthquake motions suitable for design calculations are generated with the aid of a digita...
A study is made of the accuracy of electronic digital computer calculations of ground displacement a...
Aseismic design is handicapped by a lack of statistical knowledge of earthquakes and the difficulty ...
In many seismic codes the use of simulated ground motions for dynamic structural analysis is already...
Abstract A method for simulating strong ground motion for a large earthquake based on synthetic Gree...
The prediction of realistic ground motion produced by a hypothetical future earthquake is a fundamen...
This paper examines four methods by which ground motions can be selected for dynamic seismic respon...
In many seismic codes the use of simulated ground motions for dynamic structural analysis is already...
Abstract In order to improve computer simulations of earthquakes and com-putations of ground motions...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
One of the major scientific problems in seismology is to estimate the ground motions expected at a g...
This report outlines a method of using empirical Green's functions in an earthquake simulation progr...
Simulating strong ground motions produced by an earthquake is an important step to evaluate the seis...
Scarcity of the recorded ground motions and their unavailability to meet specified design scenarios ...