Technical Papers
Oct 16, 2015

Global Response Sensitivity Analysis of Randomly Excited Dynamic Structures

Publication: Journal of Engineering Mechanics
Volume 142, Issue 3

Abstract

The response of structural dynamical systems excited by multiple random excitations is considered. Two new procedures for evaluating global response sensitivity measures with respect to the excitation components are proposed. The first procedure is valid for stationary response of linear systems under stationary random excitations and is based on the notion of Hellinger’s metric of distance between two power spectral density functions. The second procedure is more generally valid and is based on the l2 norm based distance measure between two probability density functions. Specific cases which admit exact solutions are presented, and solution procedures based on Monte Carlo simulations for more general class of problems are outlined. Illustrations include studies on a parametrically excited linear system and a nonlinear random vibration problem involving moving oscillator-beam system that considers excitations attributable to random support motions and guide-way unevenness.

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Acknowledgments

The work reported in this study has been financially supported by funding from the Board of Research in Nuclear Sciences, Department of Atomic Energy, Government of India. The support received is gratefully acknowledged. The authors also thank the reviewers for helpful comments.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 3March 2016

History

Received: Mar 12, 2015
Accepted: Aug 31, 2015
Published online: Oct 16, 2015
Published in print: Mar 1, 2016
Discussion open until: Mar 16, 2016

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Authors

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S. Abhinav
Research Student, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.
C. S. Manohar, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560012, India (corresponding author). E-mail: [email protected]

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