[1]
Ministry of Communication of P.R. of China. Current code for design of highway bridge. Beijing: People's Communication Press, (2004).
Google Scholar
[2]
Code for resistance wind design of highway bridge[M]. Beijing: People's Communication Press, (2004).
Google Scholar
[3]
Larsen A. Aerodynamics of large bridges. A.A. Balkema/ Rotterdam/ Brookfield, Netherlands , USA, (1992).
Google Scholar
[4]
Xiang Haifan, Chen Airong. Recent advances in research on aerodynamics of extra long-span bridges[J]. China civil engineering Journal 2003, 36(4): 1-8.
Google Scholar
[5]
Berriga R.H. &. Cermak·T·E. Wind Tunnel Design for Physical Modeling of Atmospheric Boundary Layers. 6th International Conference on Wind Engineering, (1983).
Google Scholar
[6]
Taylor F.A. Numerical Studies of Neutrally Stratified Planetary Boundary Layer Flow Above Gentle Topography. Boundary Layer Meteorol, 1977(12): 37-60.
DOI: 10.1007/bf00116397
Google Scholar
[7]
Lumnley J.C. Wind Tunnel Simulation of the Atmospheric Boundary Layer: A Report on Euromech 50. J. Fluid Mech. 70, Part3, (1975).
DOI: 10.1017/s0022112075002182
Google Scholar
[8]
Zhang L. L. Research on wind load and dynamic response of tall buildings[D]. Chengdu: Southwest Jiaotong University , (1994).
Google Scholar
[9]
Scanlan R.H. Developments in Low-Speed Aeroelasticity in the Civil Engineering Field[J]. AIAA Journal, 1982, 20(6).
DOI: 10.2514/3.51141
Google Scholar