In a previous study, thepotential of damping suspensionbridges with active stay cables has been evaluated on a numerical modelof a suspension bridge, and demonstrated experimentally on a laboratory mockup. In this paper, we extend our study to explore two different configurations of the active stay-cables: One classical configuration, corresponding to attaching the active stay-cables between the top of the pylons and the deck(configuration I) and, another configuration, consisting of attaching the stay-cables between the base of the pylonsand the catenary (configuration II). The analysis confirmed thatboth configurations are effective with a slight superiority of the second configuration. The study is conducted numerically and experimentall...
The world today is facing a growing need of control of the increasing number of large structures, as...
AbstractThe air-elastic vibrations of structures induce fluctuating stresses that lead to fatigue da...
Suspension bridges are one of the most effective bridge structures used for large spans to overlap. ...
This paper explores the feasibility of active damping of suspension bridges with the addition of sta...
The paper first reviews the theory of active tendon control with decentralized Integral Force Feedba...
Suspended structures that are used extensively in construction of motorway and pedestrian bridges al...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
The following paper deals with active control implementation in cable-stayed bridges. Recent develop...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
Recently, two-span, or the so-called single pylon suspension bridges, due to their constructing stru...
Suspended steel cables are widely used in modern bridges today. However, as the spans of these bridg...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
This paper describes a near full-scale deployable tensegrity footbridge. Tensegrity structures are p...
Since cable vibrations cause cable-stayed bridge users discomfort and may also lead to bridge collap...
This paper describes a near full-scale deployable tensegrity footbridge that deploys from both sides...
The world today is facing a growing need of control of the increasing number of large structures, as...
AbstractThe air-elastic vibrations of structures induce fluctuating stresses that lead to fatigue da...
Suspension bridges are one of the most effective bridge structures used for large spans to overlap. ...
This paper explores the feasibility of active damping of suspension bridges with the addition of sta...
The paper first reviews the theory of active tendon control with decentralized Integral Force Feedba...
Suspended structures that are used extensively in construction of motorway and pedestrian bridges al...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
The following paper deals with active control implementation in cable-stayed bridges. Recent develop...
ABSTRACT: This paper proposes a strategy for the active damping of cable structures, using active te...
Recently, two-span, or the so-called single pylon suspension bridges, due to their constructing stru...
Suspended steel cables are widely used in modern bridges today. However, as the spans of these bridg...
Stay cables, such as are used in cable-stayed bridges, are prone to vibration due to their low inher...
This paper describes a near full-scale deployable tensegrity footbridge. Tensegrity structures are p...
Since cable vibrations cause cable-stayed bridge users discomfort and may also lead to bridge collap...
This paper describes a near full-scale deployable tensegrity footbridge that deploys from both sides...
The world today is facing a growing need of control of the increasing number of large structures, as...
AbstractThe air-elastic vibrations of structures induce fluctuating stresses that lead to fatigue da...
Suspension bridges are one of the most effective bridge structures used for large spans to overlap. ...