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- W75444328 abstract "A long term bridge monitoring program has been established in Connecticut to monitor critical vulnerabilities in bridges. In doing so it is important to quantify anticipated changes in measurements resulting from different types and levels of damage with the intent of comparing these changes to the inherent variability in actual bridge measurements to determine the minimum level of vulnerability that can be identified through bridge monitoring. This is done in a continuous manner over the life of the bridge. This paper focuses on the identification of damage measures for a composite steel girder bridge located on Interstate 91 (I-91) in Connecticut. In this paper, four damage measures including natural frequency, peak strain, strain distribution, and neutral axis location, will be analyzed using a finite element model of the composite steel girder bridge. Five different damage scenarios at various levels of severity are examined using the finite element model. Specific damage measures are then proposed to identify the different anticipated failure modes of the bridge. These damage measures will be incorporated into the automated bridge monitoring system located on the highway bridge. Introduction The University of Connecticut and the Connecticut Department of Transportation have been partners in bridge monitoring research for the past twenty years (1-5). Current research efforts focus on the long-term continuous monitoring of six different types of highway bridges located throughout Connecticut (6). The intent of this research is to better understand how to monitor critical vulnerabilities in the State’s highway bridges." @default.
- W75444328 created "2016-06-24" @default.
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- W75444328 date "2011-01-01" @default.
- W75444328 modified "2023-09-27" @default.
- W75444328 title "Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge" @default.
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