In cables, turbulent wind may cause large amplitude oscillations. The prediction of cable response under wind action requires the use of high-dimensional numerical models either to describe the spatial wind field or to model the expected large cable oscillations. The paper discusses the ability of reduction techniques, for loading and cable descriptions, in reproducing accurately the dynamic response of a suspended cable excited by an artificially generated 3D turbulent wind field. Both the mechanical system and the spatially varying wind velocities are projected on the basis of cable eigenfunctions, retaining in the reduced models few degrees-of-freedom associated with the low-frequency modes. A numerical investigation performed by a refin...
In the paper, traditional hypotheses of cableways engineering regarding wind action are ...
The paper describes a numerical model, i.e. a design tool, to determine the dynamic response of bund...
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...
The possibility of bridge stay cables experiencing violent dry inclined cable galloping raises great...
The richness of dynamic phenomena in suspended cables is well known. Using an analytical and a fini...
The dynamic behaviour of an elastic suspended cable under turbulent wind excitation is ...
The research deals with the non-linear dynamic response of cables under steady and turbulent wind. ...
In the paper a numerical procedure is presented for the dynamic analysis of elastic cables subjected...
The nonlinear random oscillations of a cable induced by a turbulent wind are investigated proponing ...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
This paper focuses on wind-induced vibrations of dry inclined bridge cables in the critical Reynolds...
In the paper, traditional hypotheses of cableways engineering regarding wind action are ...
The paper describes a numerical model, i.e. a design tool, to determine the dynamic response of bund...
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...
The possibility of bridge stay cables experiencing violent dry inclined cable galloping raises great...
The richness of dynamic phenomena in suspended cables is well known. Using an analytical and a fini...
The dynamic behaviour of an elastic suspended cable under turbulent wind excitation is ...
The research deals with the non-linear dynamic response of cables under steady and turbulent wind. ...
In the paper a numerical procedure is presented for the dynamic analysis of elastic cables subjected...
The nonlinear random oscillations of a cable induced by a turbulent wind are investigated proponing ...
A two-degree-of-freedom aeroelastic model is proposed to study wind-induced response of bridge stay ...
This paper focuses on wind-induced vibrations of dry inclined bridge cables in the critical Reynolds...
In the paper, traditional hypotheses of cableways engineering regarding wind action are ...
The paper describes a numerical model, i.e. a design tool, to determine the dynamic response of bund...
The paper briefly presents selected basic kinds of excitation of cable vibration caused by dynamic e...