1WUJiang-hang ZHUHuai-qiu PENGGao-zhu.Comparison of simulation of wind load on tall buildings by the digital wind tunnel with the test of atmosphere boundary layer wind tunnel[A]..大型复杂结构体系的关键科学问题及设计理论研究论文集[C].大连:大连理工大学出版杜,2000.56—65.
2Murakami S. Overview of turbulence models applied in CWE-1997[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, (74 -76) : 1 - 24.
3Murakami S. Comparison of various turbulence model applied to a bluff body[J]. Journal of Wind Engineering and Industrial Aerodynamics,1993, (46 - 47) : 121 - 136.
4Baines W D. Effect of velocity distribution on wind load and flow patterns on buildings [ A ]. Proc Syrup Wind effects on buildings and structures[C]. [s. 1. ] : [s. n. ], 1963.198 - 223.
5ISBN4--8189--0459-7C3052 P4450E--1996, AIJ Recommendations for Loads on Buildings[ S].
6Kim S E,Boysan F. Application of CFD to environment flows[ J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, (81):145-158.
7Tsuchiya M,Murakami S,Mochida A, et al.Development of a new k-ε turbulence model for flow and pressure fields mound bluff body[J].Journal of Wind Engineering and Industrial Aerodymmies,1997, (67- 68) : 169- 182.
8Lee S. Unsteady aerodynamic force prediction on a square cylinder using k-εturbulence models[J] .Journal of Wind Engineering and Industrial Aerodynamics, 1997, (67 - 68) :79 - 90.
9李国豪，桥梁结构稳定与振动（第2版），1992年
10Simiu E,Scanlan RH.Wind Effects on Structure.New York:Wiley,1996
