On the calculation of peak ground velocity for seismic performance assessment

Ratios of pseudo-spectral velocity (averaged over the period range of 0.5-2 seconds and at a period of 1 second) to peak ground velocity (PGV) were computed for hundreds of ground motion records selected from the PEER NGA Strong Motion Database. Two-stage regression analyses were performed to develo...

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Veröffentlicht in:Earthquake spectra 2015-05, Vol.31 (2), p.785-794
Hauptverfasser: Huang, Yin-Nan, Whittaker, Andrew S
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description Ratios of pseudo-spectral velocity (averaged over the period range of 0.5-2 seconds and at a period of 1 second) to peak ground velocity (PGV) were computed for hundreds of ground motion records selected from the PEER NGA Strong Motion Database. Two-stage regression analyses were performed to develop models for the ratios. The inter-event terms of the ratios trend to moderate decrease as moment magnitude increases; the intra-event residuals do not depend on distance. The results of this study provide the technical basis for a procedure presented in the American Technology Council's ATC-58 project, Guidelines for Seismic Performance Assessment of Buildings, for estimating PGV by scaling values of pseudo-spectral velocity.
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subjects acceleration
Assessments
buildings
data bases
data processing
Earthquakes
geologic hazards
global
ground motion
Grounds
Guidelines
magnitude
Mathematical models
natural hazards
NGA Strong Motion Database
peak ground acceleration
regression analysis
risk assessment
Seismic response
Seismology
Spectra
spectral analysis
statistical analysis
velocity
wave amplification
title On the calculation of peak ground velocity for seismic performance assessment
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