A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes-Reference-Cited by-同舟云学术

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A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes

Published:2005-10 Issue:42-44 Volume:194 Page:4344-4361
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Cacciola P.,Colajanni P.,Muscolino G.

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference33 articles.

1. Sensitivity analysis of discrete structural systems;Adelman;Am. Inst. Aeronaut. Astronaut. J.,1986

2. Methods of design sensitivity analysis in structural optimization;Arora;Am. Inst. Aeronaut. Astronaut. J.,1979

3. Introduction to Matrix Analysis;Belmann,1974

4. Gaussian and non-Gaussian stochastic sensitivity analysis of discrete structural system;Benfratello;Computer and Structures,2000

5. Stochastic dynamic sensitivity of uncertain structures subjected to random earthquake loading;Bhattacharyya;J. Sound Vibrat.,2002

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