Technical Papers
May 16, 2019

Comparative Seismic Fragility Assessment of an Existing Isolated Continuous Bridge Retrofitted with Different Energy Dissipation Devices

Publication: Journal of Bridge Engineering
Volume 24, Issue 8

Abstract

Seismic isolation is a commonly adopted approach for designing bridges against earthquakes. However, the period elongation in an isolated bridge will generally lead to a large superstructure displacement, which may result in pounding, bearing unseating, or even span collapse. This study focuses on the implementation of energy dissipation devices for retrofitting an existing bridge isolated by lead rubber bearings (LRBs). Four different retrofit measures, namely yielding steel cables (YSCs), viscous dampers (VDs), friction dampers (FDs), and superelastic shape memory alloy cables (SMAs) were considered in this study. Fragility analyses were performed to evaluate the relative effectiveness of these devices in minimizing the seismic vulnerability of the bridge. The results indicate that all the devices show comparable performance in reducing the probability of damage of the isolation bearings without imposing much additional vulnerability on the bridge piers. The SMAs are the most effective in mitigating the seismic vulnerability of the bridge system at all the damage states, followed by FDs, VDs, and YSCs. Due to the superior self-centering capacity, the SMAs retrofitted bridge exhibits better recentering performance with a reduced residual displacement of superstructure compared with the bridges with other retrofit measures.

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Acknowledgments

This study was financially supported by the Natural Sciences and Engineering Research Council (NSERC) of Canada through Discovery Grant, the University of British Columbia (UBC), and UBC Faculty of Applied Science. The support is gratefully acknowledged.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 24Issue 8August 2019

History

Received: May 9, 2018
Accepted: Jan 16, 2019
Published online: May 16, 2019
Published in print: Aug 1, 2019
Discussion open until: Oct 16, 2019

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Authors

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Nailiang Xiang, Ph.D., S.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan; formerly, Postdoctoral Research Fellow, School of Engineering, Univ. of British Columbia, Kelowna, BC V1V 1V7, Canada. Email: [email protected]
Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC V1V 1V7, Canada (corresponding author). ORCID: https://orcid.org/0000-0002-9092-1473. Email: [email protected]

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