Predominant Frequency in Near-Field Strong Ground Motion by Analysis of Displacement Response Spectra

Author:

Morales Cesar A.1

Affiliation:

1. Facultad de Ingeniería, Universidad Peruana de Ciencias Aplicadas, Lima 33, Peru

Abstract

A literature review on the spectral content of seismic ground motion indicates that a clear predominant frequency in earthquakes is very difficult to define. Here, it is considered that this has been so because the usual seismic record or response quantity is always employed: acceleration. In this work, an attempt is made to define a single predominant frequency for strong seismic ground motion in the near field with a different idea. It is considered that this is possible if the concentration is on displacement rather than on ordinary acceleration. In particular, relative displacement response spectra will be studied, instead of the common acceleration one, and the existence of clear and neat maximum spectral displacements around, statistically, a single and general proposed predominant frequency will be investigated for a set of twenty very strong (magnitude larger than 6.5 MW) world events.

Funder

UPC

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference20 articles.

1. Simplified frequency content estimates of earthquake ground motions;Rathje;J. Geotech. Geoenviron. Eng.,1998

2. Nonlocal period parameters of frequency content characterization for near-fault ground motions;Yang;Earthq. Eng. Struct. Dyn.,2012

3. Statistical characterization of strong ground motions using power spectral density function;Lai;Bull. Seismol. Soc. Am.,1982

4. An investigation of characteristic periods of seismic ground motions;Zhao;J. Earthq. Eng.,2009

5. Further seismic displacement PSDF results;Morales;Struct. Eng. Mech.,2010

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