2Borri C,Majowiecki M.,Spinelli P.Wind responses of a large tensile structure:the new roof of the Olimpic Stadium in Rome[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41-44:1435-1446.
5Lazzari M,Majowiecki M,Vitaliani R V,et al,Nonlinear F.E.analysis of Montreal Olympic Stadium roof under natural loading conditions[J].Engineering Structures,2009,31(1):16-31.
6Holmes J D.Wind-tunnel techniques for low-rise buildings,large roof structures,and windborne debris[C]∥Croucher Advance Study Institute on“State-of-the-art Wind Tunnel Modeling and Data Analysis Techniques for Infrastructures and Civil Engineering Applications.HKUST,2004:6-10.
7Kassem M,Novak M.Wind-induced response of hemispherical air-supported structure[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41(1-3):177-178.