Ground Motion Prediction Equation (“Attenuation Relationship”) for Inelastic Response Spectra

Author:

Bozorgnia Yousef1,Hachem Mahmoud M.2,Campbell Kenneth W.3

Affiliation:

1. Pacific Earthquake Engineering Research Center (PEER), 325 Davis Hall, University of California, Berkeley, CA 94720-1792

2. Senior Structural Engineer, Skidmore, Owings and Merrill LLP, San Francisco, CA 94111

3. Senior Vice President, EQECAT, Inc., Beaverton, OR 97006

Abstract

This paper presents the process and fundamental results of a comprehensive ground motion prediction equation (GMPE, or “attenuation” relationship) developed for inelastic response spectra. We used over 3,100 horizontal ground motions recorded in 64 earthquakes with moment magnitudes ranging from 4.3–7.9 and rupture distances ranging from 0.1–199 km. For each record, we computed inelastic spectra for ductility ranging from one (elastic response) to eight. Our GMPE correlates inelastic spectral ordinates to earthquake magnitude, site-to-source distance, fault mechanism, local soil properties, and basin effects. The developed GMPE is used in both deterministic and probabilistic hazard analyses to directly generate inelastic spectra. This is in contrast to developing “attenuation” relationships for elastic response spectra, carrying out a hazard analysis, and subsequently adopting approximate rules to derive inelastic response from elastic spectra.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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