The method for identification of flutter derivatives of bridge decks develo
ped by the authors is first briefly described in this paper. To investigate
the effects of dynamic parameters of a bridge deck model on the flutter de
rivatives a test of the sectional Jiangyin Bridge deck's models with differ
ent dynamic parameters was carried out in a boundary layer wind tunnel usin
g the present identification method. In both smooth and simulated turbulent
flow conditions, a plate model and the sectional deck model of the Jiangyi
n Bridge were tested to further survey the effects of turbulence on flutter
derivatives. The identified results tend to indicate that the effects of p
arameters of the model and turbulence on the flutter derivatives are neglig
ible. (C) 2001 Elsevier Science Ltd. All rights reserved.