Add to ORKGA decentralized model reference controller is designed to reduce the magnitude of the transversal vibration of a flexible cable-stayed beam structure induced by a seismic excitation. The controller design is made based on the principle of sliding mode such that a priori knowledg
This paper features the modeling and design of a Robust Decentralized Fast Output Sampling (RDFOS) F...
The ASCE benchmark on cable-stayed bridges has focused, in the last years, the interest of many spec...
Active tendon control for slender and flexible structural systems such as guyed mast and cable-staye...
In this paper, active tendon control of cable-stayed bridges subjected to vertical seismic excitatio...
AbstractThis paper is devoted to study the application of the decentralized sliding mode control met...
In this article, regulation of a distributed-parameter flexible beam is considered using variable st...
In this paper the application of distributed vibration control for a flexible structure is studied b...
This thesis investigates algorithms that allow the tuning of multiple, single loop feedback controll...
AbstractIn many applications, mechanically flexible structures must be actively controlled to improv...
In this paper, the application of distributed vibration control for a flexible structure is studied ...
Most of the structural elements like beams, cables etc. are flexible and should be modeled as distri...
In this paper, an active mass damper (AMD) with adaptive control design is used to mitigate the vibr...
A decentralized control scheme can effectively solve the control problem of civil engineering struct...
A comparison is made between three partial differential equation models for a flexible beam with dif...
A comparison is made between three partial differential equation models for a flexible beam with dif...
This paper features the modeling and design of a Robust Decentralized Fast Output Sampling (RDFOS) F...
The ASCE benchmark on cable-stayed bridges has focused, in the last years, the interest of many spec...
Active tendon control for slender and flexible structural systems such as guyed mast and cable-staye...
In this paper, active tendon control of cable-stayed bridges subjected to vertical seismic excitatio...
AbstractThis paper is devoted to study the application of the decentralized sliding mode control met...
In this article, regulation of a distributed-parameter flexible beam is considered using variable st...
In this paper the application of distributed vibration control for a flexible structure is studied b...
This thesis investigates algorithms that allow the tuning of multiple, single loop feedback controll...
AbstractIn many applications, mechanically flexible structures must be actively controlled to improv...
In this paper, the application of distributed vibration control for a flexible structure is studied ...
Most of the structural elements like beams, cables etc. are flexible and should be modeled as distri...
In this paper, an active mass damper (AMD) with adaptive control design is used to mitigate the vibr...
A decentralized control scheme can effectively solve the control problem of civil engineering struct...
A comparison is made between three partial differential equation models for a flexible beam with dif...
A comparison is made between three partial differential equation models for a flexible beam with dif...
This paper features the modeling and design of a Robust Decentralized Fast Output Sampling (RDFOS) F...
The ASCE benchmark on cable-stayed bridges has focused, in the last years, the interest of many spec...
Active tendon control for slender and flexible structural systems such as guyed mast and cable-staye...