Correlation of Spectral Acceleration Values from NGA Ground Motion Models

Author:

Baker Jack W.1,Jayaram Nirmal1

Affiliation:

1. Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305-4020

Abstract

Ground motion models (or “attenuation relationships”) describe the probability distribution of spectral acceleration at an individual period, given a set of predictor variables such as magnitude and distance, but they do not address the correlations between spectral acceleration values at multiple periods or orientations. Those correlations are needed for several calculations related to seismic hazard analysis and ground motion selection. Four NGA models and the NGA ground motion database are used here to measure these correlations, and predictive equations are fit to the results. The equations are valid for periods from 0.01 seconds to 10 seconds, versus similar previous equations that were valid only between 0.05 and 5 seconds and produced unreasonable results if extrapolated. Use of the new NGA ground motion database also facilitates a first study of correlations from intra- and inter-event residuals. Observed correlations are not sensitive to the choice of accompanying ground motion model, and intra-event, inter-event, and total residuals all exhibit similar correlation structure. A single equation is thus applicable for a variety of correlation predictions. A simple example illustrates the use of the proposed equations for one hazard analysis application.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Abrahamson, N. A., Kammerer, A., and Gregor, N. , 2003.Summary of scaling relations for spectral damping, peak velocity, and average spectral acceleration: Report for the PEGASOS project, Personal communication.

2. Abrahamson, N. A., and Silva, W. J. , 2007.Abrahamson & Silva NGA ground motion relations for the geometric mean horizontal component of peak and spectral ground motion parameters, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, California, 338 pp.

3. Nonlinear Pushover Analysis of Bridge Columns Supported on Full-Moment Connection CISS Piles on Clays

4. Baker, J. W., and Cornell, C. A. , 2005. Vector-valued ground motion intensity measures for probabilistic seismic demand analysis, John A. Blume Earthquake Engineering Center, Report # 150, Stanford, CA, 321 pp. http://blume.stanford.edu/Blume/Publications.htm

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