Technical Papers
Feb 20, 2017

New Unconditionally Stable Explicit Integration Algorithm for Real-Time Hybrid Testing

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Publication: Journal of Engineering Mechanics
Volume 143, Issue 7

Abstract

In the numerical simulation of a real-time hybrid testing, integration algorithms are one of the most-effective methods to obtain solutions to discrete equations of motion at selected time steps. A variety of integration algorithms have been well established using different methods. In order to apply traditional integration algorithms to real-time hybrid testing, different assumptions are introduced in corresponding integration algorithms to make the expressions for both displacement and velocity explicit in form. In this paper, a pole-mapping rule from a discrete domain is used to develop a new explicit integration algorithm. Based on control theory, properties of all algorithms are investigated by a discrete transfer function approach. The stability analysis results show that both the Newmark method with constant average acceleration and the Chen and Ricles (CR) algorithm are unconditionally stable. Meanwhile, by assigning proper stable poles to the discrete transfer function, the newly developed algorithm can still be unconditionally stable. Accuracy analysis is carried out for the proposed algorithm and compared with other two unconditionally stable algorithms. It is shown that the proposed algorithm has a better accuracy than either the Newmark method or the CR algorithm, and provides more benefit in computational efficiency.

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Acknowledgments

This paper is based upon work supported by a grant from the Natural Science Foundation of China (NSFC) under Grant No. 91315301. A fellowship from the China Scholarship Council for the first author’s work at University of California, Berkeley, is acknowledged.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 7July 2017

History

Received: Mar 4, 2016
Accepted: Nov 17, 2016
Published ahead of print: Feb 20, 2017
Published online: Feb 21, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 21, 2017

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Yu Tang
Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.
Menglin Lou [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). E-mail: [email protected]

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