ISHI( AI S, NISHIKAWA E,NISHIMURA K, et al Experimental Study of Structures of Gas Flow in Tube Banks with Tube Axes Normal to Flow:Part 1,Karman Vortex Flow from Two Tubes at Various Spacings［J］Bulletin of the JSME,1972,15(86):949-956
[2]
ZDRAVKOVICH M M. Flow Induced Oscillations of Two Interfering Circular Cylinders［J］Journal of Sound and Vibration, 1985,l01 (4):511-521
[3]
ZDRAVKOVICH M M. Review of Interference-induced Oscillations in Flow Past Two Parallel Circular Cylinders in Various Arrangements［J］Journal of Wind Engineering and Industrial Aerodynamic、,1988,28(1/ 2/3):183-199
[4]
ALAM M M,MOP IYA M,SAKAMOTO H. AerodynamicCharacteristic、of Two Side-by-side Circular Cylinders andApplication of Wavelet Analysis on the SwitchingPhenomenon［J］Journal of Fluids and Structures,2003,18(3/4):325-346
[5]
SUMMER D,WONG S S T, PRICE S J, et al. FluidBehaviour of Side-by-side Circular Cylinders in SteadyCross-flow［J］. Journal of Fluids and Structures,1999,13(3):309-338
[6]
KIYA M,ARIE M,TAMURA H,et al. Vortex Sheddingfrom Two Circular Cylinders in Staggered Arrangement［J］Journal of Fluids Engineering, 1980,102(2):166-171
[7]
ORLANDO M. Wind-induced Interference Effects on TwoAdjacent Cooling Towers［J］Engineering Structures,2001,23(8):979-992
[8]
张军锋,赵林,柯世堂,等大型冷却塔双塔组合表面风压干扰效应试验［J］哈尔滨工业大学学报,2011,43 (4):81-87ZHANG Jun-feng, ZHAO Lin, KE Shi-tang, et al. Wind Tunnel Investigation on Wind-pressure Interference Effectsfor Two Large Hyperboloidal Cooling Towers［J］ Journalof Harbin Institute of Technology, 2011,43(4):81-87.
[9]
顾志福,孙天风,陈强两个相邻冷却塔风荷载的相互作用［J］空气动力学学报,1992, 10 (4); 519 -524GU Zhi-fu, SUN Tian-feng, CHEN ( iang. Interference ofWind Loading Between Two Neighboring Cooling Towers［J］. Acta Aerodynamica Sinica, 1992,10 (4):519-524
[10]
刘慕广两类大长细比桥梁构件的风振特性研究［D］长沙:湖南大学,2009LIU Mu-guang. Study on Wind-induced VibrationCharacteristic、of Two Kinds of Bridge Component withLarge Slenderness Patio［D］Changsha:HunanUniversity, 2009
[11]
LI H,SUMMER D. Vortex Shedding from Two FiniteCircular Cylinders in a Staggered Configuration［J］Journal of Fluids and Structures,2009,25(3):479-505.
[12]
唐浩俊,李永乐,胡朋串列双塔柱风荷载及涡振性 能研究［J］. I_程力学,2013, 30 (1):378-383 TANG Hao-jun, LI Yong-le, HU Peng. Wind Loads and Vortax-in luoe l Vibration of Two Tower Colnmns in Mechanic、,2013,30(1):378-383Tandem Arrangement［J］Engineering
[13]
希缪E,斯坎伦P H风对结构的作用:风I_程导论
[14]
[M〕上海:同济大学出版社,1992 SIMIU E,SCANLAN P H. Effect of Wind on Structure:An Introduction to Wind Engineering［M］Shanghai:Tongji University Press,1992
[15]
陈政清桥梁风I_程
[16]
[M〕北京:人民交通出版社,2005CHEN Zheng-qing. Wind Engineering on Bridge［M］Beijing; China Communications Press,2005
[17]
ONG M C,UTNES T, HOLMEDAL L E,et al. NumericalSimulation of Flow around a Smooth Circular Cylinder atVery High P eynolds Numbers［J］Marine Structures,2009,22 (2):142-153
[18]
ZDRAVKOVICH M M. Flow around Circular CylindersFundamentals(Vol. 1)［M］New York:Oxford University Press,1997
[19]
WHITE F M. Fluid Mechanics
[20]
[ M J.京:清华大学出版社,2004WHITE F M. Fluid Mechanic、［M］Beijing; TsinghuaUniversity Press,2004
[21]
JONES(;w Unsteady Lift Forces Generated by VortexShedding about a Large Stationary and Oscillating Cylinderat High Reynolds Numbers［J］. Annual Review of FluidMechanics,1984,16:195-222
[22]
邓见,黄钮期,任安禄分块法研究圆柱绕流升阻力 ［J］力学与实践,2004, 26 1:24-26 DENG Jian, HUANG Yu-qi, REN An-lu. Domain Decomposition Method for the Calculation of Circular Cylinder Drag and Lift in Flows［J］Mechanic、in Engineering, 2004,26(1):24-26
