[1] 王艺淋,李振山,曾秋兰.高速铁路沿线短时大风预测方法[J].中国沙漠,2014,34(3):861-868. [2] Bake C.The flow around high speed trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2010,98(6):277-298. [3] Suzuki M,Tanemoto K,Maeda T.Aerodynamic characteristics of train/vehicles under cross winds[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(1):209-218. [4] Cheli F,Ripamonti F,Rocchi D,et al.Aerodynamic behavior investigation of the new EMUV250 train to cross wind[J].Journal of Wind Engineering and Industrial Aerodynamics,2010,98(4):189-201. [5] Imai T,Fujii T,Tanemoto K,et al.New train regulation method based on wind direction and velocity of natural wind against strong winds[J].Journal of Wind Engineering and Industrial Aerodynamics,2002,90(12):1601-1610. [6] Hemida H,Krajnovic' S.LES study of the influence of the nose shape and yaw angles on flow structures around trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2010,98(1):34-36. [7] 林荣生,胡竞嵘,王厚雄,等.用风洞试验测定车辆的横风气动特性[J].铁道学报,1984,6(1):104-108. [8] 任尊松,徐宇共,王璐雷,等.强侧风对高速列车运行安全性影响研究[J].铁道学报,2006,28(6):46-50. [9] Baker C J.The simulation of unsteady aerodynamic cross wind forces on trains[J].Journal of Wind Engineering and Industrial Aerodynamics,2010,98(2):88-99. [10] 马静,张杰,杨志刚.横风下高速列车非定常空气动力特性研究[J].铁道学报,2008,30(6):109-114. [11] 杨志刚,马静,陈羽,等.横风中不同行驶工况下高速列车非定常空气动力特性[J].铁道学报,2010,32(2):18-23. [12] Shao X M,Wan J,Chen D W,et al.Aerodynamic modeling and stability analysis of high-speed train under strong rain and crosswind conditions[J].Journal of Zhejiang University-SCIENCE A (Applied Physics and Engineering),2011,12(2):964-970. [13] Chiu T W,Squire L.An experimental study of the flow over a train in a crosswind at large yaw angles up to 90°[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,45(1):47-74. [14] Hemida H,Krajnovic S.LES study of the influence of a train-nose shape on the flow structure under cross-wind conditions[J].Journal of Fluids Engineering,2008,130(9):1-12. [15] Khier W,Breuer M,Durst F.Flow structure around trains under side wind conditions:A numerical study[J].Computers & Fluids,2000,29(2):179-195. [16] Laws J O,Parsons D A.The relationship of raindrop size to intensity[J].Transactions on AGU,1943,24(2):452-460. [17] Marshall J S,Palmer W M K.The distribution of raindrops with size[J].Journal of Meteorology,1948,5(4):165-166. [18] Best A C.The size distribution of raindrops[J].Quarterly Journal of the Royal Meteorological Society,1950,76(32):16-36. [19] Atlas D,Srivcastava R C,Sekhon R S.Doppler radar characteristics of precipitation at vertical incidence[J].Reviews of Geophysics,1973,11(1):1-35. [20] Lovejoy S,Lilley M,Desaulniers-Soucy N,et al.Large particle number limit in rain[J].Physical Review E,2003,68(2),025301(R):1-4. [21] 方丁酉.两相流动力学[M].长沙:国防科技大学出版社,1988. [22] Sandberg P I.Driving rain distribution over an infinitely long high building:computerized calculations[C]//Second International CIB/RILEM Symposium on Moisture Problems in Buildings.Rotterdam,The Netherlands.1974:10-12. [23] Bettle J,Holloway A G L,Venart J E S.A computational study of the aerodynamic forces acting on a tractor-trailer vehicle on a bridge in cross-wind [J].Wind Engineering and Industry Aerodynamics,2003,91(5):573-592. |