This paper explores the feasibility of active damping of suspension bridges with the addition of stay cables controlled by active tendons. An active tendon consists of a displacement actuator collocated with a force sensor monitoring the tension in the cable. The active tendons are controlled by decentralized integral force feedback (IFF). In the first part of the paper, the potential of the control strategy is evaluated on a numerical model of an existing footbridge; several configurations are investigated where the active cables connect the pylon to the deck or the deck to the catenary. The analysis confirms that it is possible to provide a set of targeted modes with a considerable amount of damping, reaching ξ D 15%. In the second part o...
A benchmark model of a cable-stayed bridge has attracted in the last years the attention of the cont...
Suspended structures that are used extensively in construction of motorway and pedestrian bridges al...
The following paper deals with active control implementation in cable-stayed bridges. Recent develop...
The paper first reviews the theory of active tendon control with decentralized Integral Force Feedba...
In a previous study, thepotential of damping suspensionbridges with active stay cables has been eval...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
Suspended steel cables are widely used in modern bridges today. However, as the spans of these bridg...
In cable-stayed bridges, the occurrence of parametric excitation is very probable due to the presenc...
In this paper, the performances of different external damping systems for stay cables are studied ba...
Since cable vibrations cause cable-stayed bridge users discomfort and may also lead to bridge collap...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
In this paper, active tendon control of cable-stayed bridges subjected to vertical seismic excitatio...
The world today is facing a growing need of control of the increasing number of large structures, as...
A benchmark model of a cable-stayed bridge has attracted in the last years the attention of the cont...
Suspended structures that are used extensively in construction of motorway and pedestrian bridges al...
The following paper deals with active control implementation in cable-stayed bridges. Recent develop...
The paper first reviews the theory of active tendon control with decentralized Integral Force Feedba...
In a previous study, thepotential of damping suspensionbridges with active stay cables has been eval...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
Suspended steel cables are widely used in modern bridges today. However, as the spans of these bridg...
In cable-stayed bridges, the occurrence of parametric excitation is very probable due to the presenc...
In this paper, the performances of different external damping systems for stay cables are studied ba...
Since cable vibrations cause cable-stayed bridge users discomfort and may also lead to bridge collap...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
In this paper, active tendon control of cable-stayed bridges subjected to vertical seismic excitatio...
The world today is facing a growing need of control of the increasing number of large structures, as...
A benchmark model of a cable-stayed bridge has attracted in the last years the attention of the cont...
Suspended structures that are used extensively in construction of motorway and pedestrian bridges al...
The following paper deals with active control implementation in cable-stayed bridges. Recent develop...