A theoretical fault-slip model has been developed for predicting the notional peak displacement demand (PDD) of earthquakes based on a limiting natural period of 5 s, for application in stable continental regions (SCRs). The developed theoretical expression is simple and robust. Importantly, it envelops predictions arising from a number of existing empirical and seismological (stochastic) models included in the comparison. The notional PDD prediction has been made initially for hard rock crustal conditions and at a reference source-site distance of 30 km. Factors have accordingly been introduced to correct for different distances and geological conditions in completing the PDD prediction model. Assuming displacement-controlled behaviour, th...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
This paper introduces the use of a simple stochastic model for predicting elastic response spectra o...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
This paper presents the case for a displacement-based approach for the seismic design and performanc...
The displacement demand on linear elastic single-degree-of-freedom systems for 5% damping would typi...
Earthquake instability models have possible application to earthquake forecasting because the models...
The fundamental relationship between the long period components of the earthquake ground motion and ...
Abstract This study collects recorded ground motions from the near-source region of large earthquake...
The accurate assessment of the stability of slopes during earthquakes has become a critical issue in...
Displacements on tectonic faults primarily accrue during earthquakes at rates that vary through time...
The second corner period has become a feature in the design response spectrum provisions in some maj...
Assessment of structures according to conventional seismic design procedure has been based on tradin...
A reliable estimate of potential fault displacements is needed in the engineering design of lifeline...
© 2009 Dr. Rupali S. BhamareThis research study represents an important contribution towards fulfill...
The prediction of non-linear seismic demand using linear elastic behavior for the determination of p...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
This paper introduces the use of a simple stochastic model for predicting elastic response spectra o...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...
This paper presents the case for a displacement-based approach for the seismic design and performanc...
The displacement demand on linear elastic single-degree-of-freedom systems for 5% damping would typi...
Earthquake instability models have possible application to earthquake forecasting because the models...
The fundamental relationship between the long period components of the earthquake ground motion and ...
Abstract This study collects recorded ground motions from the near-source region of large earthquake...
The accurate assessment of the stability of slopes during earthquakes has become a critical issue in...
Displacements on tectonic faults primarily accrue during earthquakes at rates that vary through time...
The second corner period has become a feature in the design response spectrum provisions in some maj...
Assessment of structures according to conventional seismic design procedure has been based on tradin...
A reliable estimate of potential fault displacements is needed in the engineering design of lifeline...
© 2009 Dr. Rupali S. BhamareThis research study represents an important contribution towards fulfill...
The prediction of non-linear seismic demand using linear elastic behavior for the determination of p...
A random-vibration model of the Hanks-McGuire type is used to predict peak ground motions at rock si...
This paper introduces the use of a simple stochastic model for predicting elastic response spectra o...
Analyses of peak amplitudes of strong earthquake ground motion have been carried out with the emphas...