3DAVENPORT A G. Gust Loading Factors[J]. Jour- nal of the Structural Division,1967,93(ST3): 11-34.
4KASPERSKI M, NIEMANN H J. The L. R. C. (Load response-correlation)-method..A General Method of Esti mating Unfavorable Wind Load Distribution {or Line-ar and Non-linear Structural Behavior[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992,43(1/2/3) 1753-1763.
5HOLMES J D. Along-wind Response of Lattice Tow- ers- HI. Effective Load Distributions[J]. Engineering Structures, 1996,18(7) : 489-494.
6ZHOU Y,GU M, XIANG H F. Along Wind Static Equivalent Wind Loads and Responses of Tall Build- ings. Part I.. Unfavorable Distributions of Sstatic Equivalent Wind Loads[J]. Journal of Wind Engineer- ing and Industrial Aerodynamics, 1999,79 ( 1/2 ) : 135- 150.
7ZHOU Y, GU M, XIANG H F. Alongwind Static Equivalent Wind Loads and Responses of Tall Build- ings. Part 11 : Effects of Mode Shapes[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999,79 (1/2) : 151-158.
8CHEN X,KAREEM A. Equivalent Static Wind Loads for Buffeting Response of Bridges [J]. Journal of Structural Engineering, 2001,127(12) : 1467-1475.
9KATSUMURA A, TAMURA Y, NAKAMURA O. Universal Wind Load Distribution Simultaneously Re- producing Largest Load Effects in All Subject Mem- bers on Large-span Cantilevered Roof[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007,95(9/10/11) .. 1145-1165.
10JAIN A, JONES N P, SCANLAN R H. Coupled Aeroelastic and Aerodynamic Response Analysis of Long-span Bridges [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996,60 : 69-80.
