Improving the dynamics of suspension bridge using active control is discussed in this paper. The main dynamic problem with long suspension bridges is the aeroelastic phenomenon called flutter. Flutter oscillations of a bridge girder is a stability problem and the oscillations are perpendicular to the direction of the wind and occur when the bridge is exposed to wind velocity above critical value called the flutter wind velocity Ucr.</p
Master's thesis in Structural engineeringThe main purpose of this assignment has been to obtain and ...
This study presents a system based on passively controlled leading- and trailing-edge flaps that is ...
In recent years large span suspension bridges with very thin and slender profiles have been built wi...
In this paper some recent research on active control of very long suspension bridges, is presented. ...
The main problem in designing ultra-long span suspension bridges is flutter. A solution to this prob...
Active vibration control of long span suspension bridge flutter using separated control flaps (SFSC)...
This paper describes results of wind tunnel experiments with a bridge section model where movable fl...
The application of active control systems to reduce wind vibrations in bridges is a new area of rese...
This paper describes preparation of wind tunnel testing of the principle of using flaps to control t...
We experimentally investigate the suppression of flutter in long-span suspension bridges. A rigid se...
This paper presents the calculation of the root mean square (RMS) response of a suspension bridge us...
Long-span bridges constitute landmark projects, whose iconic impact blends together aesthetic creati...
The dynamic stabilization of a sectional model of a long-span suspension bridge is considered. Feedb...
Since the collapse of the Tacoma Narrows Bridge more than 70 years ago suppressing wind-induced inst...
A floating system using a continuous girder between two anchor blocks is often adapted for increasin...
Master's thesis in Structural engineeringThe main purpose of this assignment has been to obtain and ...
This study presents a system based on passively controlled leading- and trailing-edge flaps that is ...
In recent years large span suspension bridges with very thin and slender profiles have been built wi...
In this paper some recent research on active control of very long suspension bridges, is presented. ...
The main problem in designing ultra-long span suspension bridges is flutter. A solution to this prob...
Active vibration control of long span suspension bridge flutter using separated control flaps (SFSC)...
This paper describes results of wind tunnel experiments with a bridge section model where movable fl...
The application of active control systems to reduce wind vibrations in bridges is a new area of rese...
This paper describes preparation of wind tunnel testing of the principle of using flaps to control t...
We experimentally investigate the suppression of flutter in long-span suspension bridges. A rigid se...
This paper presents the calculation of the root mean square (RMS) response of a suspension bridge us...
Long-span bridges constitute landmark projects, whose iconic impact blends together aesthetic creati...
The dynamic stabilization of a sectional model of a long-span suspension bridge is considered. Feedb...
Since the collapse of the Tacoma Narrows Bridge more than 70 years ago suppressing wind-induced inst...
A floating system using a continuous girder between two anchor blocks is often adapted for increasin...
Master's thesis in Structural engineeringThe main purpose of this assignment has been to obtain and ...
This study presents a system based on passively controlled leading- and trailing-edge flaps that is ...
In recent years large span suspension bridges with very thin and slender profiles have been built wi...