A state space linear mathematical model oriented to the design of passive and active mass dampers for tall buildings and bridges subjected to the wind action is presented in this paper. The model accounts for an arbitrary number of passive and/or active damping devices positioned at arbitrary points of the structure, as well as for an arbitrary number of structural modes of vibration. The aerodynamic terms of the stiffness and damping matrices are considered following a linearized quasisteady approach. A general discussion on the application of H2 / H⊥ control techniques to the synthesis of the active mass dampers control law is carried out. For the tuning of the mechanical parameters of passive devices, the problem is reformulated in terms...
Structural damping is a keypoint in aero-elastic models since it strongly affects the wind-structure...
Various systems for controlling the vibrations of tall buildings subjected to earthquakes or strong ...
The numerical model of an existent suspension bridge is developed, starting from design specificat...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
A state space linear mathematical model oriented to the design of Passive and Active Mass Dampers fo...
A procedure for designing an active tuned mass damper for vibration control in tall buildings subjec...
THESIS 7805This study addresses the vibration control of tall and flexible structures, such as wind ...
The performance of passive (TMD), active (AMD) and hybrid (ATMD) mass dampers for the reduction of t...
The performance of passive (TMD), active (AMD) and hybrid (ATMD) mass dampers for the reduction of t...
A method for selecting design parameters of active mass dampers and estimating motion reduction of w...
In this paper, a state-of-the-art literature review is presented emphasising on the development of c...
Recently, Ankireddi and Yang derived analytical expressions for the damper characteristics and the c...
This paper proposes a synthetic approach to design and implement a two-degree of freedom tuned mass ...
Wind induced vibration in tall structures is an important problem that needs effective and practical...
Structural damping is a keypoint in aero-elastic models since it strongly affects the wind-structure...
Various systems for controlling the vibrations of tall buildings subjected to earthquakes or strong ...
The numerical model of an existent suspension bridge is developed, starting from design specificat...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
A state space linear mathematical model oriented to the design of passive and active mass dampers fo...
A state space linear mathematical model oriented to the design of Passive and Active Mass Dampers fo...
A procedure for designing an active tuned mass damper for vibration control in tall buildings subjec...
THESIS 7805This study addresses the vibration control of tall and flexible structures, such as wind ...
The performance of passive (TMD), active (AMD) and hybrid (ATMD) mass dampers for the reduction of t...
The performance of passive (TMD), active (AMD) and hybrid (ATMD) mass dampers for the reduction of t...
A method for selecting design parameters of active mass dampers and estimating motion reduction of w...
In this paper, a state-of-the-art literature review is presented emphasising on the development of c...
Recently, Ankireddi and Yang derived analytical expressions for the damper characteristics and the c...
This paper proposes a synthetic approach to design and implement a two-degree of freedom tuned mass ...
Wind induced vibration in tall structures is an important problem that needs effective and practical...
Structural damping is a keypoint in aero-elastic models since it strongly affects the wind-structure...
Various systems for controlling the vibrations of tall buildings subjected to earthquakes or strong ...
The numerical model of an existent suspension bridge is developed, starting from design specificat...