Cable supported bridges are flexible structures which may be excited into oscillations by the
wind. The excitation forces acting on cable supported bridges are aerodynamic by nature …

A two dimensional model based on the superposition of Theodorsen's flat plate theory
generalized to approximate the aeroelastic effects on an arbitrary multi-box bridge girder is …

The present paper suggests a hybrid system identification method to estimate the flutter
derivatives from coupled free vibration tests. An optimized covariance-based method is used …

The present paper investigates the possibilities for avoiding classical flutter and static
divergence for very long-span suspension bridges with a novel, flexible, and lightweight …

Cable supported bridges may become aerodynamically unstable at low wind velocities if
they are not designed properly. Increasing spans generally reduces the critical flutter wind …

The non-flutter design principle is introduced. Aerodynamically stable section model tests
performed by three different research groups indicate, that flutter might be avoided if the …

Results of an experimental study related to flutter phenomenon are presented in the paper.
Two cross-sections are considered: a rectangular cross-section and a typical symmetric …

In this paper, a novel structural modification approach has been adopted to eliminate the
early coupling between the bending and torsional mode shapes of vibrations for a cable …

A novel triple box girder design have been developed and is presented in the present paper.
It performs aerodynamically stable up to 88 m/s at a torsional-to-vertical frequency ratio of …

Results of an experimental study related to flutter phenomenon are presented in the paper.
Two cross-sections are considered: a rectangular cross-section and a typical symmetric …