과제정보
The authors gratefully acknowledge the support of the National Natural Science Foundation of China (grant number 52008240) and the Key Laboratory for Wind-Resistance Technology of Bridges, Ministry of Transport (grant number KLWRTBMC14-04).
참고문헌
- Bai, H., Ma, T.F., Yang, P.R. and Liu, J.X. (2019), "Impact of ancillary facilities on Reynolds number effect of aerostatic coefficients for approximate streamlined bridge", J. Vib. Eng., 32(2), 340-349. https://doi.org/10.16385/j.cnki.issn.1004-4523.2019.02.018.
- Barre, C. and Barnaud, G. (1995), "High Reynolds number simulation techniques and their application to shaped structures model test", J. Wind Eng. Ind. Aerod., 57(2-3), 145-157. https://doi.org/10.1016/0167-6105(94)00111-p.
- Cermak, J.E., Davenport, A.G., Durgin, F.H., Irwin, P.A., Isyumov, N., Peterka, J.A., Ramsay, S.R., Reinhold, T.A., Scanlan, R.H., Stathopoulos, T., Steckley, A.C., Tieleman, H. and Vickery, P.J. (1999), Wind Tunnel Studies of Buildings and Structures, ASCE Manuals and Reports on Engineering Practice No.67; American Society of Civil Engineers.
- Ding, Q.S. (2001), Refinement of Coupled Flutter and Buffeting Analysis for Long-Span Bridges, Ph.D. Dissertation, Tongji University, Shanghai.
- Ding, Q.S., Zhou, Z.Y., Zhu, L.D. and Xiang, H.F. (2010), "Identification of flutter derivatives of bridge decks with free vibration technique", J. Wind Eng. Ind. Aerod., 98(12), 911-918. https://doi.org/10.1016/j.jweia.2010.09.005.
- Kargarmoakhar, R., Chowdhury, A.G. and Irwin, P.A. (2015), "Reynolds number effects on twin box girder long span bridge aerodynamics", Wind Struct., 20(2), 327-347 https://doi.org/10.12989/was.2015.20.2.327.
- Laima, S., Jiang, C., Li, H., Chen, W.L. and Ou, J.P. (2018), "A numerical investigation of Reynolds number sensitivity of flow characteristics around a twin-box girder", J. Wind Eng. Ind. Aerod., 172, 298-316. https://doi.org/10.1016/j.jweia.2017.11.016.
- Laima, S., Wu, B.C., Jiang, C., Chen, W.L. and Li, H. (2019), "Numerical study on Reynolds number effects on the aerodynamic characteristics of a twin-box girder", Wind Struct., 28(5), 285-298. https://doi.org/10.12989/was.2019.28.5.285.
- Larose, G.L. and D'Auteuil, A. (2006), "On the Reynolds number sensitivity of the aerodynamics of bluff bodies with sharp edges", J. Wind Eng. Ind. Aerod., 94(5), 365-376. https://doi.org/10.1016/j.jweia.2006.01.011.
- Larose, G.L., Larsen, S.V., Larsen, A., Hui, M. and Jensen, A.G. (2003), "Sectional model experiments at high Reynolds number for the deck of a 1018m span cable-stayed bridge", Proceedings of 11th International Conference on Wind Engineering, Lubbock, June.
- Lee, S., Kwon, S.D. and Yoon, J. (2014), "Reynolds number sensitivity to aerodynamic forces of twin box bridge girder", J. Wind Eng. Ind. Aerod., 127: 59-68. https://doi.org/10.1016/j.jweia.2014.02.004.
- Li, H., Laima, S.J. and Jing, H.Q. (2014), "Reynolds number effects on aerodynamic characteristics and vortex-induced vibration of a twin-box girder", J. Fluid Struct., 50, 358-375. https://doi.org/10.1016/j.jfluidstructs.2014.06.027
- Matsuda, K., Cooper, K.R., Tanaka, H., Tokushige, M. and Iwasaki, T. (2001), "An investigation of Reynolds number effects on the steady and unsteady aerodynamic forces on a 1:10 scale bridge deck section model", J. Wind Eng. Ind. Aerod., 89(7-8), 619-632. https://doi.org/10.1016/S0167-6105(01)00062-9.
- Matsuda, K., Tokushige, M. and Iwasaki, T. (2007), "Reynolds number effects on the steady and unsteady aerodynamic forces acting on the bridge deck sections of long-span suspension bridge", IHI Eng. Rev., 40(1), 12-26.
- Schewe, G. (2001), "Reynolds-number effects in flow around more-or-less bluff bodies", J. Wind Eng. Ind. Aerod., 89(14-15), 1267-1289. https://doi.org/10.1016/S0167-6105(01)00158-1.
- Schewe, G. and Larsen, A. (1998), "Reynolds number effects in the flow around a bluff bridge deck cross section", J. Wind Eng. Ind. Aerod., 74(6), 829-838. https://doi.org/10.1016/S0167-6105(98)00075-0.
- Shang, D.Y. (2015), Experimental Study on Model Scale Effect of Vortex-Induced Vibrations for 1:6 Rectangular cross-sections, Master Thesis, Hunan University, Changsha, China.
- Simiu, E. and Scanlan, R.H. (1996), Wind Effects on Structures: Fundamentals and Applications to Design, John Wiley and Sons, INC., New York, NY, USA.
- Xu, F.Y., Li, B.B., Cai, C.S. and Zhang, Z. (2014), "Experimental investigations on aerostatic characteristics of bridge decks under various conditions", J. Bridge Eng., 19(7), 04014024. https://doi.org/10.1061/(asce)be.1943-5592.0000601.
- Yang, Y.X., Ge, Y.J. and Xiang, H.F. (2007), "Investigation on flutter mechanism of long-span bridges with 2d-3DOF method", Wind Struct., 10(5), 421-435. https://doi.org/10.12989/was.2007.10.5.421.
- Yang, Y.X., Ma, T.T. and Ge, Y.J. (2015), "Evaluation on bridge dynamic properties and VIV performance based on wind tunnel test and field measurement", Wind Struct., 20(6), 719-737. https://doi.org/10.12989/was.2015.20.6.719.