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

Kangas, S. / Helmicki, A. / Hunt, V. / Sexton, R. / Swanson, J.

Abstract

A 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.

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

Kangas, S. / Helmicki, A. / Hunt, V. / Sexton, R. / Swanson, J.

Abstract

A 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.

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

Kangas, S. / Helmicki, A. / Hunt, V. / Sexton, R. / Swanson, J.

Abstract

A 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.

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Order at Subito €

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Document information

Title:

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

Contributors:

Kangas, S. (author) / Helmicki, A. (author) / Hunt, V. (author) / Sexton, R. (author) / Swanson, J. (author)

Published in:

Journal of Bridge Engineering ; 17 ; 839-846

Publication date:

2012-01-05

Size:

82012-01-01 pages

ISSN:

1084-0702 , 1943-5592

DOI:

https://doi.org/10.1061/(ASCE)BE.1943-5592.0000364

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

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