Add to ORKGThe paper is concerned with the method and results of wind tunnel investigations of the/nStrouhal number (St) of a stationary iced cable model of cable-supported bridges with/nrespect to different angles of wind attack. The methodology leading to the experimental/nicing of the inclined cable model was prepared in a climatic section of the laboratory./nThe St values were determined within the range of the Reynolds number (Re) between/n2.4·104 and 16.5·104, based on the dominant vortex shedding frequencies measured in/nthe wake of the model
Federal Highway Administration2021PDFTech ReportChristiansen, HeidiLarose, Guy L.National Research C...
Galloping vibrations due to critical Reynolds number effects in inclined flow conditions, have been ...
Freezing rain and wet snow can cause ice to accumulate on the surface of bridge cables. Subsequently...
The influence of ice accretion, angle of attack and Reynolds number on the flow field around iced c...
This paper is concerned with the investigation of the Strouhal number (St) for a stationary iced cab...
The influence of the ice accretion, angle of attack and Reynolds number on the flow field around ice...
Undesirable wind induced vibrations of bridge cables can occur when atmospheric conditions are such ...
During the past decades, wind-induced vibrations of bridge stay cables were reported to occur under ...
The aerodynamic force coefficients of iced bridge cables were recently obtained by the authors throu...
This project is the first part of larger project which aims to analyse aerodynamic characteristic of...
Abstract The prediction of galloping instability is usually based on a quasi-steady approach, in whi...
The influence of surface strands, angle of attack, and ice accumulation on the flow field around ele...
The influence of surface strands, angle of attack, and ice accumulation on the flow field around ele...
Results of an experimental campaign that focuses on the determination of the mean aerodynamic force ...
The study contributes to the explanation of flow behaviour and the basis of phenomena existing durin...
Federal Highway Administration2021PDFTech ReportChristiansen, HeidiLarose, Guy L.National Research C...
Galloping vibrations due to critical Reynolds number effects in inclined flow conditions, have been ...
Freezing rain and wet snow can cause ice to accumulate on the surface of bridge cables. Subsequently...
The influence of ice accretion, angle of attack and Reynolds number on the flow field around iced c...
This paper is concerned with the investigation of the Strouhal number (St) for a stationary iced cab...
The influence of the ice accretion, angle of attack and Reynolds number on the flow field around ice...
Undesirable wind induced vibrations of bridge cables can occur when atmospheric conditions are such ...
During the past decades, wind-induced vibrations of bridge stay cables were reported to occur under ...
The aerodynamic force coefficients of iced bridge cables were recently obtained by the authors throu...
This project is the first part of larger project which aims to analyse aerodynamic characteristic of...
Abstract The prediction of galloping instability is usually based on a quasi-steady approach, in whi...
The influence of surface strands, angle of attack, and ice accumulation on the flow field around ele...
The influence of surface strands, angle of attack, and ice accumulation on the flow field around ele...
Results of an experimental campaign that focuses on the determination of the mean aerodynamic force ...
The study contributes to the explanation of flow behaviour and the basis of phenomena existing durin...
Federal Highway Administration2021PDFTech ReportChristiansen, HeidiLarose, Guy L.National Research C...
Galloping vibrations due to critical Reynolds number effects in inclined flow conditions, have been ...
Freezing rain and wet snow can cause ice to accumulate on the surface of bridge cables. Subsequently...