Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations-Reference-Cited by-同舟云学术

Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations

Published:2015-04 Issue: Volume:40 Page:75-89
ISSN:0266-8920
Container-title:Probabilistic Engineering Mechanics
language:en
Short-container-title:Probabilistic Engineering Mechanics

Author:

Muscolino Giuseppe,Alderucci Tiziana

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference43 articles.

1. Semi-empirical formula for the seismic characteristics of the ground;Kanai;Bull. Earthq. Res. Inst. Univ. Tokio,1957

2. H. Tajimi, A statistical method of determining the maximum response of a building structure during an earthquake, in: Proceedings of the 2nd International Conference on Earthquake Engineering, Tokyo e Kyoto, vol. 2, 1960, pp. 781–797.

3. Generation of artificial earthquakes;Housner;J. Eng. Mech. (ASCE),1964

4. Simulation of nonstationary random process;Shinozuka;J. Eng. Mech. (ASCE),1967

5. Non-stationary stochastic model of earthquake motion;Amin;J. Eng. Mech. (ASCE),1968

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