3[1]P C Case,N Isyumov.Wind loads on low buildings with 4:12 gable roofs in open country and suburban exposures[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,77-78:107-118.
4[2]Y L Xu and G F Reardon.Variations of wind pressure on hip roofs with roofpitch[J].Journal of Wind Engineering and Industrial Aerodynamics,1998,73:267-284.
5[3]A Kareem,P C Lu.Pressure fluctuations on flat roofs with parapets[J].Journal of Wind Engineering and Industrial Aerodynamics,1992,41-44:1775-1786.
6[4]J Marighetti,A Wittwer,M D Bortoli,B Natalini,M Paluch,M Natalini.Fluctuating and mean pressure measurements on a stadium covering in wind tunnel[J].Journal of Wind Engineering and Industrial Aerodynamics,2000,84:321-328.
7[5]S Kawamura,T Kiuchi.Proposed design mehod for high rise pneumatic structures:cylindrical type and spherical type shell and spatial engineering[M].Pentech Press,1984.
8[6]H Yasui,H Marukawa,J Katagiri,A Katsumura,Y Tamura,K Watanabe.Study of wind-induced response of long-span structure[J].Journal of Wind Engineering and Industrial Aerodynamics,1999,83:277-288.
9[7]Y Uematsu,M Yamada,A Sasaki.Wind-induced dynamic response and resultantload estimation for a flat long-span roof[J].Journal of Wind Engineering and Industrial Aerodynamics,1996,65:155-166.
10[8]Y Uematsu,M Yamada,A Karasu.Design wind loads for structural frames of flat long-span roofs:gust loading factor for a structurally integrated type[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,66:155-168.
