《工程(英文)》 >> 2017年 第3卷 第6期 doi: 10.1016/j.eng.2017.09.001
斜拉索表面处理后的气动性能的风洞实验研究
a Yokohama National University, Yokohama 240-8501, Japan
b Shinko Wire Company, Ltd., Amagasaki 660-0091, Japan
下一篇 上一篇
摘要
参考文献
[ 1 ] Hikami Y, Shiraishi N. Rain-wind induced vibrations of cables stayed bridges. J Wind Eng Ind Aerod 1988;29(1–3):409–18. 链接1
[ 2 ] Zuo D, Jones NP. Interpretation of field observations of wind- and rain-wind- induced stay cable vibrations. J Wind Eng Ind Aerod 2010;98(2):73–87. 链接1
[ 3 ] Matsumoto M. On generation mechanism of ‘‘rain vibration” and ‘‘dry galloping” of inclined stayed cables of cable-stayed bridges, basing on their flow fields. In: Proceedings of the 9th International Symposium on Cable Dynamics; 2011 Oct 18–20; Shanghai, China. p. 207–14.
[ 4 ] Flamand O. Rain-wind induced vibration of cables. J Wind Eng Ind Aerod 1995;57(2–3):353–62. 链接1
[ 5 ] 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 on Cable-Stayed and Suspension Bridges; 1994 Oct 12–15; Deauville, France. p. 507–14. 链接1
[ 6 ] Miyata T, Yamada H, Hojo T. Aerodynamic response of PE stay cables with pattern- indented surface. In: Proceedings of the International Conference on Cable-Stayed and Suspension Bridges; 1994 Oct 12–15; Deauville, France. p. 515–32.
[ 7 ] Yagi T, Okamoto K, Sakaki I, Koroyasu H, Liang Z, Narita S, et al. Modification of surface configurations of stay cables for drag force reduction and aerodynamic stabilization. In: Proceedings of the 13th International Conference on Wind Engineering; 2011 July 10–15; Amsterdam, The Netherlands.
[ 8 ] Gu M, Du X. Experimental investigation of rain-wind-induced vibration of cables in cable-stayed bridges and its mitigation. J Wind Eng Ind Aerod 2005; 93(1):79–95. 链接1