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

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J-GLOBAL ID：200902217676930362 整理番号：07A0354062

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

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巻： 40 号： 1 ページ： 12-26 発行年： 2007年03月31日
JST資料番号： G0842A ISSN： 0018-9820 資料種別：逐次刊行物 (A)
記事区分：短報発行国：日本 (JPN) 言語：英語 (EN)

本論文では,3種の風洞における種々の縮尺模型の二連式ボックス...

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橋梁工学一般 , 構造動力学

引用文献 (36件)：

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

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