LARSEN A.Aerodynamic Aspects of the Final Design of the 1 624 m Suspension Bridge Across the Great Belt[J].Journal of Wind Engineering and Industrial Aerodynamics,1993,48(2):261-285.
[2]
SARWAR M W,ISHIHARA T,SHIMADA K,et al.Prediction of Aerodynamic Characteristics of a Box Girder Bridge Section Using the LES Turbulence Model[J].Journal of Wind Engineering and Industrial Aerodynamics,2008,96(10/11):1895-1911.
[3]
祝志文.均匀流中箱梁非定常风压的频域特征和空间相关性[J].中国公路学报,2014,27(6):68-76. ZHU Zhi-wen.Frequency-domain Characteristics and Spatial Coherence of Unsteady Wind Pressure on Box Girder Surface in Smooth Flow[J].China Journal of Highway and Transport,2014,27(6):68-76.
[4]
CASEY M,WINTERGERSTE T.Special Interest Group on Quality and Trust in Industrial CFD,Best Practice Guidelines[R].Winterthur:European Research Community on Flow,2000.
[5]
TOMINAGA Y,MOCHIDA A,YOSHIE R,et al.AIJ Guidelines for Practical Applications of CFD to Pedestrian Wind Environment Around Buildings[J].Journal of Wind Engineering and Industrial Aerodynamics,2008,96(10/11):1749-1761.
[6]
PLETCHER R H,TANNEHILL J C,ANDERSON D A.Computational Fluid Mechanics and Heat Transfer[M].Washington DC:Taylor & Francis,1997.
[7]
JONES W P,LAUNDER B E.The Prediction of Laminarization with a Two-equation Model of Turbulence[J].International Journal of Heat and Mass Transfer,1972,15(2):301-314.
[8]
WILCOX D C.Reassessment of the Scale-determining Equation for Advanced Turbulence Models[J].AIAA Journal,1988,26(11):1414-1421.
[9]
MENTER F R.Two-equation Eddy-viscosity Turbulence Models for Engineering Applications[J].AIAA Journal,1994,32(8):1598-1605.
[10]
BRUNO L,KHRIS S.The Validity of 2D Numerical Simulations of Vortical Structures Around a Bridge Deck[J].Mathematical and Computer Modelling,2003,37(3):795-828.
