Stochastic stability of wind-excited long-span bridges

Due to its heavy weight, the motion instability of a wind-excited long-span bridge exhibits some unique features different from those of lightweight structures, such as airfoils. These features are explained, and accounts are given of earlier experimental and analytical investigations in the field. Since turbulence is generally present in a natural wind flow, its effects on bridge motion stability are discussed from a stochastic dynamics point of view. Some outstanding problems are indicated.