Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion-Reference-Cited by-同舟云学术

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Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion

Published:1998-02 Issue:2 Volume:17 Page:89-99
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Gupta I.D.,Trifunac M.D.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference71 articles.

1. Statistical theory of the aseismic design of structures;Bolotin,1960

2. Response of a simple structure to a random earthquake like disturbance;Bogdanoff;Bull. Seism. Soc. Am.,1961

3. Simulation of nonstationary random processes;Shinozuka;J. Eng. Mech. Div., ASCE,1967

4. Simulated earthquake motions for design purposes;Jennings,1969

5. A nonstationary random process model for earthquake accelerograms;Iyengar;Bull. Seism. Soc. Am.,1969

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