Technical Papers
Jun 1, 2013

Assessment of Uncertainty Propagation in the Dynamic Response of Single-Degree-of-Freedom Structures Using Reachability Analysis

Publication: Journal of Engineering Mechanics
Volume 140, Issue 6

Abstract

A novel method to compute the bounds of the response of structures to dynamic loads, including earthquakes, is presented. This method, based on reachability analysis, deterministically predicts the sets of states an elastic structural system can reach under uncertain dynamic excitation starting from uncertain initial conditions, where deterministic uncertainty ranges describe uncertainties. Ellipsoidal approximations of these reachable sets for three canonical dynamic problems are presented to demonstrate the applicability of this method to single-degree-of-freedom (SDOF) systems. The principle of superposition is formulated as a concatenation of ellipsoidal reachable sets using their semigroup properties. Using this extension, computation of the external (worst-case) ellipsoidal approximation of reachable sets for a SDOF system under earthquake excitation is presented. Possible applications of this method for software validation and hybrid simulation are discussed.

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Acknowledgments

The authors thank Dr. Alexander A. Kurzhanskiy for his useful conversations about ellipsoidal techniques for reachability analysis. They are also grateful to the anonymous reviewers of this article for their valuable comments. Funding for this work was provided in part by the National Science Foundation (NSF) through the George E. Brown Jr. Network for Earthquake Engineering Simulation (NEES) nees@berkeley Equipment Site capability enhancement project and by the Pacific Earthquake Engineering Research (PEER) Center. Any opinions, findings, and conclusions or recommendations expressed in this article are those of the authors and do not necessarily reflect those of the funding agencies.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 6June 2014

History

Received: Feb 28, 2012
Accepted: May 29, 2013
Published online: Jun 1, 2013
Published in print: Jun 1, 2014
Discussion open until: Jul 3, 2014

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Authors

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Annalisa Scacchioli [email protected]
Visiting Research Scholar, Partners for Advanced Transportation Technology (PATH), Institute of Transportation Studies, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720; formerly, Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720 (corresponding author). E-mail: [email protected]
Alexandre M. Bayen [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. E-mail: [email protected]
Bozidar Stojadinović [email protected]
Professor, Institute of Structural Engineering, Dept. of Civil, Environmental, and Geometic Engineering, Swiss Federal Institute of Technology, CH-8093 Zürich, Switzerland; formerly, Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. E-mail: [email protected]

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