In this study, we developed a coupled model of wind-induced vibration of a stack, based on an unsteady-flow theory and nonlinear dynamics of the stack's heavy elastic suspended cables. Numerical analysis was performed to identify excitation mechanisms. The stack was found to be excited by vortex shedding. Once lock-in resonance occurred, the cables were excited by the transverse motion of the stack. Large-amplitude oscillations of the cables were due to parametric resonance. Appropriate techniques have been proposed to alleviate the vibration problem
The richness of dynamic phenomena in suspended cables is well known. Using an analytical and a fini...
Dry galloping has been observed on in-service bridges and has been reproduced in several wind tunnel...
Cantilever construction techniques and reduced deck bending moments have made cable stayed bridges p...
In this study, we developed a coupled model of wind-induced vibration of a stack, based on an unstea...
A model of a stack/wire system, wind-induced vibration of the stack based on an unsteady-flow theory...
The paper briefly presents selected basic kinds of excitation of cable vibration caused by dynamic e...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
Wind-induced loads can cause moderate to large-amplitude vibrations of flexible structures with low ...
The possibility of bridge stay cables experiencing violent dry inclined cable galloping raises great...
Wind-induced cable vibration is a contemporary issue in cable-stayed bridges, which potentially thre...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
In the paper a numerical procedure is presented for the dynamic analysis of elastic cables subjected...
Flow-induced vibrations caused by vortex shedding from structures have been observed in diverse engi...
The richness of dynamic phenomena in suspended cables is well known. Using an analytical and a fini...
Dry galloping has been observed on in-service bridges and has been reproduced in several wind tunnel...
Cantilever construction techniques and reduced deck bending moments have made cable stayed bridges p...
In this study, we developed a coupled model of wind-induced vibration of a stack, based on an unstea...
A model of a stack/wire system, wind-induced vibration of the stack based on an unsteady-flow theory...
The paper briefly presents selected basic kinds of excitation of cable vibration caused by dynamic e...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response u...
Wind-induced loads can cause moderate to large-amplitude vibrations of flexible structures with low ...
The possibility of bridge stay cables experiencing violent dry inclined cable galloping raises great...
Wind-induced cable vibration is a contemporary issue in cable-stayed bridges, which potentially thre...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
In the paper a numerical procedure is presented for the dynamic analysis of elastic cables subjected...
Flow-induced vibrations caused by vortex shedding from structures have been observed in diverse engi...
The richness of dynamic phenomena in suspended cables is well known. Using an analytical and a fini...
Dry galloping has been observed on in-service bridges and has been reproduced in several wind tunnel...
Cantilever construction techniques and reduced deck bending moments have made cable stayed bridges p...