Predicting the phenomenon of aerodynamic instability is essential for the analysis and
design of long-span cable-supported bridges. This paper reviews the history and …

Continuously growing number and span length of long-span bridges in coastal region of
China require a robust aeroelastic design to against the tropical-cyclone (TC)-induced flutter …

The classical approach currently used in the bridge engineering industry for the structural
and aeroelastic design of bridges is based on an iterative heuristic process which includes …

Increasing the efficiency in the process to numerically compute the flutter derivatives of
bridge deck sections is desirable to advance the application of CFD based aerodynamic …

The clarification of the nonlinear and unsteady aerodynamic characteristics of a quasi-flat
plate is of great importance to predict its wind-induced post-flutter behavior. Forced motion …

This paper presents the results of numerical investigations of bridge aeroelasticity. In
particular static coefficients and instationary flutter derivatives for a symmetric bridge deck …

Wind-induced vibrations commonly represent the leading criterion in the design of long-
span bridges. The aerodynamic forces in bridge aerodynamics are mainly based on the …

The aerodynamic and aeroelastic performances of twin-box deck bridges are difficult to
anticipate when changes in the deck geometry are introduced. Considering moderate …

Flutter derivatives of a flat plate section with side ratio of 40 were obtained under various
wind angles of attack via forced vibration test, based on which flutter instability was further …

The significance of long-span bridges being susceptible to wind-induced vibrations and the
need for evaluating their aerodynamic performance is the focus of this study. The main …