Dry galloping characteristics and its mechanism of inclined/yawed cables

Mechanism of dry galloping of inclined cable of cable-stayed bridges is described in relation to Karman vortex mitigation. Furthermore, the role of Scruton number Sc on reduced critical velocity Vrcr of the dry galloping is investigated for practical use basing on wind tunnel tests and field observa...

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Published in	Journal of wind engineering and industrial aerodynamics Vol. 98; no. 6; pp. 317 - 327
Main Authors	Matsumoto, Masaru, Yagi, Tomomi, Hatsuda, Hideaki, Shima, Takanori, Tanaka, Masanobu, Naito, Hiroko
Format	Journal Article Conference Proceeding
Language	English
Published	Amsterdam Elsevier Ltd 01.06.2010 Elsevier
Subjects	Aerodynamics Applied sciences Bridges Buildings. Public works Cables Climatology and bioclimatics for buildings Criteria Dry-galloping Drying Exact sciences and technology Galloping Inclined cable aerodynamics Quasi-steady galloping Role of Karman vortex Scandium Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges Unsteady Unsteady galloping Vibration Wind engineering Quasi-steady galloping Unsteady galloping Inclined cable aerodynamics Dry-galloping Role of Karman vortex Cable International conference Bluff body In situ Reynolds number Mechanism analysis Wind tunnel test Aerodynamics Galloping Air flow Stayed girder bridge Characteristics Observation Flow velocity Vortex
Online Access	Get full text
ISSN	0167-6105 1872-8197
DOI	10.1016/j.jweia.2009.12.001

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Abstract	Mechanism of dry galloping of inclined cable of cable-stayed bridges is described in relation to Karman vortex mitigation. Furthermore, the role of Scruton number Sc on reduced critical velocity Vrcr of the dry galloping is investigated for practical use basing on wind tunnel tests and field observations of dry galloping or pseudo-galloping, which is classified as cable vibration with rain-state but response amplitude is abnormally large. It is verified that as far as the divergent-type of dry galloping, the design criterion subject to Sc- Vrcr proposed by FHWA (Federal Highway Administration of U.S.) seems to be reasonable for practical use, on the other hand, for the unsteady dry galloping, the Saito criterion for Sc- Vrcr diagram seems to be reasonable.
AbstractList	Mechanism of dry galloping of inclined cable of cable-stayed bridges is described in relation to Karman vortex mitigation. Furthermore, the role of Scruton number Sc on reduced critical velocity Vrcr of the dry galloping is investigated for practical use basing on wind tunnel tests and field observations of dry galloping or pseudo-galloping, which is classified as cable vibration with rain-state but response amplitude is abnormally large. It is verified that as far as the divergent-type of dry galloping, the design criterion subject to Sc- Vrcr proposed by FHWA (Federal Highway Administration of U.S.) seems to be reasonable for practical use, on the other hand, for the unsteady dry galloping, the Saito criterion for Sc- Vrcr diagram seems to be reasonable. Mechanism of dry galloping of inclined cable of cable-stayed bridges is described in relation to Karman vortex mitigation. Furthermore, the role of Scruton number Sc on reduced critical velocity Vrcr of the dry galloping is investigated for practical use basing on wind tunnel tests and field observations of dry galloping or pseudo-galloping, which is classified as cable vibration with rain-state but response amplitude is abnormally large. It is verified that as far as the divergent-type of dry galloping, the design criterion subject to Sc-Vrcr proposed by FHWA (Federal Highway Administration of U.S.) seems to be reasonable for practical use, on the other hand, for the unsteady dry galloping, the Saito criterion for Sc-Vrcr diagram seems to be reasonable.
Author	Matsumoto, Masaru Hatsuda, Hideaki Shima, Takanori Tanaka, Masanobu Naito, Hiroko Yagi, Tomomi
Author_xml	– sequence: 1 givenname: Masaru surname: Matsumoto fullname: Matsumoto, Masaru email: matsu@brdgeng.gee.kyoto-u.ac.jp organization: Department of Civil and Earth Resources Engineering, Kyoto University, Kyotodaigaku-katsura, Nishikyo-ku, Kyoto 615-8540, Japan – sequence: 2 givenname: Tomomi surname: Yagi fullname: Yagi, Tomomi organization: Department of Civil and Earth Resources Engineering, Kyoto University, Kyotodaigaku-katsura, Nishikyo-ku, Kyoto 615-8540, Japan – sequence: 3 givenname: Hideaki surname: Hatsuda fullname: Hatsuda, Hideaki organization: Tokuyama Corporation, 1-1, Mikage-cho, Shunan city, Yamaguchi 745-8648, Japan – sequence: 4 givenname: Takanori surname: Shima fullname: Shima, Takanori organization: IHI Corporation, 1-1, Toyosu 3-chome, Koto-ku, Tokyo 135-8710, Japan – sequence: 5 givenname: Masanobu surname: Tanaka fullname: Tanaka, Masanobu organization: Penta Ocean Construction Co., Ltd., 2-8, Koraku 2-chome, Bunkyo-ku, Tokyo 112-8576, Japan – sequence: 6 givenname: Hiroko surname: Naito fullname: Naito, Hiroko organization: Department of Civil and Earth Resources Engineering, Kyoto University, Kyotodaigaku-katsura, Nishikyo-ku, Kyoto 615-8540, Japan
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Keywords	Quasi-steady galloping Unsteady galloping Inclined cable aerodynamics Dry-galloping Role of Karman vortex Cable International conference Bluff body In situ Reynolds number Mechanism analysis Wind tunnel test Aerodynamics Galloping Air flow Stayed girder bridge Characteristics Observation Flow velocity Vortex
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References_xml	– reference: Cheng, S., Irwin, P.A., Jakobsen, J.B., Lankin, J., Larose, G.L., Savage, M.G., Tanaka, H., Zurell, C., Divergent motion of cables exposed to skewed wind, in: Proceedings of the 5th International Symposium on Cable Dynamics, 2003, pp. 271–278. – start-page: 63 year: 1990 end-page: 72 ident: bib10 article-title: Aerodynamic behavior of iclined circular clinders-cable aerodynamics publication-title: Bluff Bodies Aerodynamics and its Applications – volume: 5 start-page: 521 year: 1991 end-page: 549 ident: bib16 article-title: Galloping of rectangular cylinders in the presence of a splitter plate publication-title: Journal of Fluids and Structures – reference: Larose, G.L., Jakobsen, J.B., Savage, M.G., Wind-tunnel experiments on an inclined and yawed stay cable model in the critical Reynolds number range, in: Proceedings of the 5th International Symposium on Cable Dynamics, 2003, pp. 279–286. – reference: Matsumoto, M., Yagi, T., Hatsuda, H., Shima, T., Tanaka, M., Sensitivity of dry-state galloping of cable stayed bridges to Scruton number, in: Proceedings of the 7th International Symposium on Cable Dynamics, 2007, pp. 331–338. – volume: 23 start-page: 229 year: 1972 end-page: 237 ident: bib1 article-title: An investigation of the flow around rectangular cylinders publication-title: The Aeronautical Quarterly – reference: Matsumoto, M., Vortex-excited vibration and galloping instability of inclined cables, in: Proceedings of the 6th Italian Conference on Wind Engineering, 2000, pp. 18–21. – reference: Matsumoto, M., Yokoyama, K., Miyata, T., Fujino, Y., Yamaguchi, H., Wind-induced cable vibration of cable-stayed bridges in Japan, in: Proceedings of Canada-Japan Joint Workshop on Bridge Aerodynamics, 1989b, pp. 101–110. – reference: Matsumoto, M., Observed behavior of prototype cable vibration and its generation mechanism, in: Bridge Aerodynamics, Proceedings of the International Symposium on Advances in Bridge Aerodynamics, 1998, pp. 189–211. – reference: Saito, T., Matsumoto, M., Kitazawa, M., Rain-wind excitation of cables on cable-stayed Higashi-Kobe Bridge and cable vibration control, in: Proceedings of the International Conference A.I.P.C.-F.I.P. 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SubjectTerms	Aerodynamics Applied sciences Bridges Buildings. Public works Cables Climatology and bioclimatics for buildings Criteria Dry-galloping Drying Exact sciences and technology Galloping Inclined cable aerodynamics Quasi-steady galloping Role of Karman vortex Scandium Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges Unsteady Unsteady galloping Vibration Wind engineering
Title	Dry galloping characteristics and its mechanism of inclined/yawed cables
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