2Scanlan R H. Theaction of flexible bridges under wind I: flutter the- ory [ J ]. J. Sound and Vib, 1978,60 ( 2 ) : 187 - 199.
3Scanlan R H. Problematic in formulation of wind - force model for bridge decks [ J ]. J Styuct Engry ASCE, 1993, 119 ( 7 ) : 1433 - 1446.
二级参考文献9
1Garrick I E. On some fourier transforms in the theory of non-stationary flows[C]. Proc, 5th Int. Congress for Applied Mechanics, Wiley, New York, 1939.
2Wagner H. Uber die entstehung des dynamischen auftriebes von tragflugeln[J]. Zeitschrift fuer Angewandte Mathematik und Mechanik, 1925, 5(17):17-35. (in German).
3Theodorson T. General theory of aerodynamic instability and the mechanism of flutter[R]. NACA Report No.496,1935.
4Jones R T. The unsteady lift on a wing of finite aspect ratio[R]. NACA Report No.681, 1940.
5Scanlan R H, Tomko J J. Airfoil and bridge deck flutter derivatives [J]. Mech, ASCE, 1971, 97(6): 1717-1737.
6Huston D R. The effects of upstream gusting on the aeraelastic behavior of long suspended-span bridges[D].Princeton University, Princeton, New Jersey, America,1987.
7Van der Put. Rigidity of structures against aerodynamic forces[C]. IABSE, 1976.
8Bleich F. Dynamic instability of truss-stiffened suspension bridge under wind action[J]. Proc. ASCE 1948. 74(8): 1269-1314.
9Kloppel K, Thiele F. Modell ver suche in wind kanal zur bemessung von brucken gegen die gefahr winderregter schwingungen[J]. Stahlban, 1967, 20(12): 2112-2129.(in German).
