Art

J-GLOBAL ID：200902217676930362   Reference number：07A0354062

Reynolds Number Effects on the Steady and Unsteady Aerodynamic Forces Acting on the Bridge Deck Sections of Long-Span Suspension Bridge

長スパン懸架橋梁の橋床版上に作用する定常と非定常な空気力学的力へ及ぼすReynolds数の影響

Author (3)： MATSUDA Kazutoshi (Ishikawajima-Harima Heavy Ind. Co., Ltd., Kanagawa, JPN) ,  TOKUSHIGE Masafumi (Ishikawajima-Harima Heavy Ind. Co., Ltd., Kanagawa, JPN) ,  IWASAKI Tooru (Galaxy Express Corp.)
Material： IHI Engineering Review (Ishikawajima-Harima Heavy Industries Co.)  (IHI Eng Rev (Ishikawajima-Harima Heavy Ind Co.))
Volume： 40  Issue： 1  Page： 12-26  Publication year： Mar. 31, 2007 
JST Material Number： G0842A  ISSN： 0018-9820  Document type： Article
Article type： 短報  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *long span bridge ,...
Semi thesaurus term： scale model

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JST classification (2)： Bridge engineering in general  (RC06010Y) ,  Structural dynamics  (HD02000E)

Reference (36)：

• Subcommittee on Similarity of Wind Tunnel Experiments: Is a bridge oscillating due to winds? Subcommittee on Similarity of Wind Tunnel Experiments (the second period), Proceedings of the workshop of subcommittee on Similarity of Wind Tunnel Experiments (the second period) July 1996 pp. 60-61
• G. Schewe and A. Larsen: Reynolds number effects in the flow around a bluff bridge deck cross section, Journal of Wind Engineering and Industrial Aerodynamics 74-76(1998) pp. 829-838
• C. Barre and G. Barnaud: High Reynolds number simulation techniques and their application to shaped structures model test, Proceedings of the 1st IAWE European and African Regional Conference on Wind Engineering Guernsey UK (1993) pp. 83-93
• M. C. H. Hui and A. Larsen: Aerodynamic investigation for the deck of Stonecutters Bridge emphasizing Reynolds number effects, Proceedings of the 2nd International Symposium on Advances in Wind & Structures (AWAS ’02) Busan Korea (2002) pp. 649-656
• G. L. Larose, S. V. Larsen, A. Larsen, M. Hui and A. G. Jensen: Sectional model experience at high Reynolds number for the deck of a 1 018 m span cable-stayed bridge, Proceedings of 11th International Conference on Wind Engineering Lubbock Texas USA (2003) pp. 373-380

Terms in the title (6)： スパン ,  懸架 ,  橋梁 ,  橋床版 ,  空気力学 ,  Reynolds数