The application of active control systems to reduce wind vibrations in bridges is a new area of research. This paper presents the results that were obtained on a set of wind tunnel tests of a bridge model equipped with active movable flaps. Based on the monitored position and motion of the deck, the flaps are regulated by a control algorithm so that the wind forces exerted on them counteract the deck oscillations
The numerical model of an existent suspension bridge is developed, starting from design specificatio...
Traditional aeroelastic models rely only on good mechanical design and accurate crafting in order to...
Over the last decades, wind turbines have increased significantly in size. Optimization of the turbi...
This paper describes results of wind tunnel experiments with a bridge section model where movable fl...
This paper describes preparation of wind tunnel testing of the principle of using flaps to control t...
In this paper some recent research on active control of very long suspension bridges, is presented. ...
Active vibration control of long span suspension bridge flutter using separated control flaps (SFSC)...
Improving the dynamics of suspension bridge using active control is discussed in this paper. The mai...
The main problem in designing ultra-long span suspension bridges is flutter. A solution to this prob...
This paper presents the calculation of the root mean square (RMS) response of a suspension bridge us...
The studies done in this thesis was connected to an early stage implementation of a new test method ...
The numerical model of an existent suspension bridge is developed, starting from design specificatio...
Following the successful completion of the Storebælt and Øresund Crossings, the Danish Ministry of T...
The purpose of the project is to establish a better understanding of the development of scour at cir...
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
The numerical model of an existent suspension bridge is developed, starting from design specificatio...
Traditional aeroelastic models rely only on good mechanical design and accurate crafting in order to...
Over the last decades, wind turbines have increased significantly in size. Optimization of the turbi...
This paper describes results of wind tunnel experiments with a bridge section model where movable fl...
This paper describes preparation of wind tunnel testing of the principle of using flaps to control t...
In this paper some recent research on active control of very long suspension bridges, is presented. ...
Active vibration control of long span suspension bridge flutter using separated control flaps (SFSC)...
Improving the dynamics of suspension bridge using active control is discussed in this paper. The mai...
The main problem in designing ultra-long span suspension bridges is flutter. A solution to this prob...
This paper presents the calculation of the root mean square (RMS) response of a suspension bridge us...
The studies done in this thesis was connected to an early stage implementation of a new test method ...
The numerical model of an existent suspension bridge is developed, starting from design specificatio...
Following the successful completion of the Storebælt and Øresund Crossings, the Danish Ministry of T...
The purpose of the project is to establish a better understanding of the development of scour at cir...
In the Danish part of the North Sea it has been found that marginal fields can be exploited using mo...
The numerical model of an existent suspension bridge is developed, starting from design specificatio...
Traditional aeroelastic models rely only on good mechanical design and accurate crafting in order to...
Over the last decades, wind turbines have increased significantly in size. Optimization of the turbi...