Document Type

Technical Report

Publication Date

1-1-1987

Publication Title

Developments in Geotechnical Engineering

Abstract

Strong motion accelerograms can be efficiently modelled using time series analysis. Because of the nonstationarity of accelerograms, transformations must first be applied to stabilize the variance and frequency content. An ARMA model can then be fit to the stabilized series. By analyzing a large number of accelerograms in California, these ARMA and transform parameters have been related to physical variables. Thus it is possible to generate simulated ground motions in the area studied. The validity of the modelling process is measured by comparing the simulations and their frequency spectra to actual records.

Volume

44

Issue

C

First Page

551

Last Page

566

DOI

10.1016/B978-0-444-98956-7.50041-6

ISSN

01651250

Rights

© 1987, Elsevier B.V.

Comments

Archived as published. Open access article.

Included in

Engineering Commons

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