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Cable-Stayed Bridges: Case Study for Ambient Vibration-Based Cable Tension Estimation

AbstractA cable-stayed bridge recently constructed by the Ohio Department of Transportation incorporates measures put forth by a Federal Highway Administration study to mitigate stay motion. In following recent trends, the stays at this bridge are built without the use of grout for the purposes of i...

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Bibliographic Details
Published in:Journal of bridge engineering 2012-11, Vol.17 (6), p.839-846
Main Authors: Kangas, S, Helmicki, A, Hunt, V, Sexton, R, Swanson, J
Format: Article
Language:English
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Summary:AbstractA cable-stayed bridge recently constructed by the Ohio Department of Transportation incorporates measures put forth by a Federal Highway Administration study to mitigate stay motion. In following recent trends, the stays at this bridge are built without the use of grout for the purposes of inspection and, if necessary, replacement. Several experiments were performed to determine the viability of using traditional vibration techniques, which assume an integral sheath, to estimate cable tension with this new configuration.
ISSN:1084-0702
1943-5592
DOI:10.1061/(ASCE)BE.1943-5592.0000364