1 Yeh, H, "Wind-induced forces on a slender rectangular-column structure" 1992
2 Islam M.S, "Wind-Induced response of structurally asymmetrichigh-rise buildings" 118 (118): 207-222, 1992
3 Simiu, E, "Wind effects on structures: an introduction to wind engineering" Wiley Press 1986
4 Islam, M.S, "Transfer function models for determining dynamicwind loads on buildings" 36 (36): 449-458, 1990
5 Liang, S.G, "Torsional dynamic wind loads onrectangular tall buildings" 26 (26): 129-137, 2004
6 Davenport, A.G, "The application of statistical concepts to the wind loading of structures" 19 : 449-472, 1961
7 Saunders, J.W, "Tall rectangular building response to cross-wind excitation" Cambridge University Press 1975
8 Holmes, J.D, "Optimization of dynamics-pressure-measurement systems I. &IT" 25 : 249-290, 1987
9 Liang, S.G, "Mathematical model of acrosswinddynamic loads on rectangular tall buildings" 90 (90): 1757-1770, 2002
10 Ministry of Construction P.R. China, "Load code for the design of building structures-GB 50009-2006" Chinese building industry press 2006
1 Yeh, H, "Wind-induced forces on a slender rectangular-column structure" 1992
2 Islam M.S, "Wind-Induced response of structurally asymmetrichigh-rise buildings" 118 (118): 207-222, 1992
3 Simiu, E, "Wind effects on structures: an introduction to wind engineering" Wiley Press 1986
4 Islam, M.S, "Transfer function models for determining dynamicwind loads on buildings" 36 (36): 449-458, 1990
5 Liang, S.G, "Torsional dynamic wind loads onrectangular tall buildings" 26 (26): 129-137, 2004
6 Davenport, A.G, "The application of statistical concepts to the wind loading of structures" 19 : 449-472, 1961
7 Saunders, J.W, "Tall rectangular building response to cross-wind excitation" Cambridge University Press 1975
8 Holmes, J.D, "Optimization of dynamics-pressure-measurement systems I. &IT" 25 : 249-290, 1987
9 Liang, S.G, "Mathematical model of acrosswinddynamic loads on rectangular tall buildings" 90 (90): 1757-1770, 2002
10 Ministry of Construction P.R. China, "Load code for the design of building structures-GB 50009-2006" Chinese building industry press 2006
11 Davenport, A.G, "Gust loading factors" 93 : 11-34, 1967
12 Kareem, A, "Fluctuating wind loads on buildings" 108 (108): 1086-1102, 1982
13 Kareem, A, "Dynamic response of high-rise buildings to stochastic wind loads" 42 (42): 1101-1115, 1992
14 Kwok, K.C.S, "Cross-wind response of tall buildings" 4 (4): 256-262, 1982
15 Irwin, H.P.A.H, "Correction of distortion effects caused by tubingsystems in measurements of fluctuating pressures" 5 (5): 93-107, 1979
16 Lin, N, "Characteristics of wind forces actingon tall buildings" 93 (93): 217-242, 2005
17 Zhou, Y, "Alongwind static equivalent wind loads and responses of tallbuildings. Part II: Effects of mode shapes" 79 (79): 151-158, 1999
18 Zhou, Y, "Alongwind static equivalent wind loads and responses of tallbuildings. Part I: Unfavorable distributions of static equivalent wind loads" 79 (79): 135-150, 1999
19 Kwok, K.C.S, "Aerodynamics of tall buildings" ICWE 9 : 1995
20 Cheng, C.M, "Acrosswind response of reinforced concrete chimneys" 43 : 2141-2152, 1992
21 Kareem, A, "Acrosswind response of buildings" 108 (108): 869-887, 1982
22 Marukawa, H, "Acrosswind and torsional acceleration of prismatichigh rise buildings" 42 (42): 1139-1150, 1992
23 Gu, M, "Across-wind loads of typical tall buildings" 92 (92): 1147-1165, 2004
24 Architectural Institute of Japan, "AIJ Recommendations for Loads on Buildings"