Empirical Spatial Coherency Functions for Application to Soil-Structure Interaction Analyses

Author:

Abrahamson N. A.1,Schneider J. F.2,Stepp J. C.2

Affiliation:

1. Woodward-Clyde Consultants, 566 El Dorado St., Pasadena, CA, 91101

2. Electric Power Research Institute, 3412 Hillview Ave., Palo Alto, CA, 94303

Abstract

The spatial coherency of strong ground motion from fifteen earthquakes recorded by the Lotung LSST strong motion array is analyzed. The earthquakes range in magnitude from 3.7 to 7.8 and in epicentral distance from 5 to 80 km. In all, a total of 533 station pairs are used with station separations ranging from 6 to 85 meters. Empirical coherency functions for the horizontal component S-waves appropriate for use in engineering analyses are derived from these data. The derived coherency functions are applicable to all frequencies and to separation distances up to 100 m. For these short station separations, the coherency decreases much faster with increasing frequency than with increasing station separation. The computed coherencies indicate that at high frequencies (>10 Hz) over 25 percent of the power of the ground motion is random for station separations greater than 30 m.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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