Angle section members, used in open engineering structures, have been known to experience large amplitude oscillations when exposed to normal atmospheric winds, and in a few instances failure has been reported. The bluff geometry together with low natural frequency makes these members susceptible to aeroelastic vibrations of a vortex resonant or galloping nature. The thesis aims at studying the nature of the aerodynamic forces and the resulting instabilities for the safe design of the structures. It presents information on the aerodynamics and dynamics of the angle section during stationary, plunging, torsional and combined plunging-torsional conditions. From the measurements on stationary angle models, it is possible to predict the criti...
A new experimental apparatus has been developed at the wind tunnel laboratory of University of Lièg...
This report covers an experimental investigation of the relationship between the vortex shedding fre...
To consider aeroelastic instabilities of prismatic high-rise buildings in strong winds, I.e., vortex...
The study of the dynamic interactions between the wind and civil engineering structures has become i...
Models are developed for both multi-degree-of-freedom aerodynamic galloping and vortex induced oscil...
Aerodynamically bluff elastic structures such as suspension bridges and industrial smokestacks have ...
The paper describes the analysis of the destructive oscillation of a skewed steel rod with the lengt...
The linear galloping of prismatic structures having double-symmetric cross-section, subjected to ste...
The work presented in this thesis concerns the experimental investigation and analysis of the oscill...
This paper presents new insights on the galloping instability phenomenon of square-section prisms. T...
Lighting poles and antenna masts are typically high, slender and light structures. Moreover, they ar...
Aeroelastic instability phenomena of isolated open and closed rigid\ud bodies of revolution free to ...
Abstract: Long slender civil-engineering structures exposed to wind, especially decks of sus-pension...
ABSTRACT Flow-induced vibration tests were performed on a beam with a square cross section. The test...
In the design of wind turbine structures, aeroelastic stability is of utmost importance. It becomes ...
A new experimental apparatus has been developed at the wind tunnel laboratory of University of Lièg...
This report covers an experimental investigation of the relationship between the vortex shedding fre...
To consider aeroelastic instabilities of prismatic high-rise buildings in strong winds, I.e., vortex...
The study of the dynamic interactions between the wind and civil engineering structures has become i...
Models are developed for both multi-degree-of-freedom aerodynamic galloping and vortex induced oscil...
Aerodynamically bluff elastic structures such as suspension bridges and industrial smokestacks have ...
The paper describes the analysis of the destructive oscillation of a skewed steel rod with the lengt...
The linear galloping of prismatic structures having double-symmetric cross-section, subjected to ste...
The work presented in this thesis concerns the experimental investigation and analysis of the oscill...
This paper presents new insights on the galloping instability phenomenon of square-section prisms. T...
Lighting poles and antenna masts are typically high, slender and light structures. Moreover, they ar...
Aeroelastic instability phenomena of isolated open and closed rigid\ud bodies of revolution free to ...
Abstract: Long slender civil-engineering structures exposed to wind, especially decks of sus-pension...
ABSTRACT Flow-induced vibration tests were performed on a beam with a square cross section. The test...
In the design of wind turbine structures, aeroelastic stability is of utmost importance. It becomes ...
A new experimental apparatus has been developed at the wind tunnel laboratory of University of Lièg...
This report covers an experimental investigation of the relationship between the vortex shedding fre...
To consider aeroelastic instabilities of prismatic high-rise buildings in strong winds, I.e., vortex...