The flutter instability is the most hazardous wind-induced vibration for the long-span
suspension bridge. In this study, the first-built long-span triple-tower suspension bridge in …

Vehicle load may not only cause vertical deformation and vibration of suspension bridge but
also lead to longitudinal deformation and vibration. And the longitudinal behavior is closely …

In order to study the coupling vibration between a bridge and a train under the action of
crosswind loads, a dynamic interaction model of the wind–train–bridge system is …

A 3D finite element model for the Taizhou Yangtze River Bridge, the first triple-tower long-
span suspension bridge in China, is established based on the nonlinear finite element …

A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic
displacements are the major disadvantage of suspension bridges. This problem can be …

Abstract A 3D finite element (FE) model for the Sutong cable-stayed bridge (SCB) is
established based on ANSYS. The dynamic characteristics of the bridge are analyzed using …

Possibilities of control and suspension of bending vibrations of a geometrically nonlinear
Euler‐Bernoulli beam subjected to two oppositely moving point loads in given finite time are …

Based on the Taizhou Yangtze River Bridge, a 3D finite element model is developed to
establish its deformed equlibrium configuration due to dead loading. Strating from deformed …

This paper investigates the suppression of galloping in a suspension bridge due to wind
loads. The galloping phenomenon can be destructive due to the high‐amplitude oscillations …

A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic
displacements are the major disadvantages of suspension bridges. This problem can be …