This paper investigates the usefulness of a semiactive control to reduce the overturning vulnerability of a rigid block on a rigid plane under earthquake excitation. The proposed feedback law is used to set the stiffness of restraints placed at the 2 lower corners of the block. The performance of the semiactive control is numerically validated by subjecting the block to 100 recorded accelerograms. Specific simulations are performed to study the effect of different anchorage design parameters on the utility of the control. Finally, the robustness of the proposed control is addressed with respect to typical issues of the real-world implementation
The progress in active, hybrid and semi-active vibration control technique in various countries has ...
Theoretical and practical issues concerning the multi-faceted task of mitigating the latero-torsiona...
A predictive control strategy in conjunction with semiactive control algorithms is proposed for damp...
Recently, a considerable literature has grown up around the theme of seismic protection of rigid blo...
The seismic behaviour of many art objects and obelisks can be analysed in the context of the seismic...
Rocking of rigid bodies induced by seismic events triggers a number of complex dynamic phenomena suc...
The seismic behaviour of many art objects and obelisks can be analysed in the context of the seismic...
Centralized semi-active control is a technique for controlling the whole structure using one main co...
This thesis explores the creation and assessment of semi-active control algorithms for both squat sh...
A new semiactive closed loop control algorithm is developed using an actuator with variable stiness ...
In recent years, semi-active control systems have been considered for the control of structures sub...
This work focuses on the issues to deal with when approaching experimental testing of structures equ...
As passive structural control systems begin to see an increased acceptance within the earthquake eng...
This thesis explores the creation and assessment of semi-active control algorithms for both squat s...
iii This report investigates the transient rocking response of anchored electrical equipment and oth...
The progress in active, hybrid and semi-active vibration control technique in various countries has ...
Theoretical and practical issues concerning the multi-faceted task of mitigating the latero-torsiona...
A predictive control strategy in conjunction with semiactive control algorithms is proposed for damp...
Recently, a considerable literature has grown up around the theme of seismic protection of rigid blo...
The seismic behaviour of many art objects and obelisks can be analysed in the context of the seismic...
Rocking of rigid bodies induced by seismic events triggers a number of complex dynamic phenomena suc...
The seismic behaviour of many art objects and obelisks can be analysed in the context of the seismic...
Centralized semi-active control is a technique for controlling the whole structure using one main co...
This thesis explores the creation and assessment of semi-active control algorithms for both squat sh...
A new semiactive closed loop control algorithm is developed using an actuator with variable stiness ...
In recent years, semi-active control systems have been considered for the control of structures sub...
This work focuses on the issues to deal with when approaching experimental testing of structures equ...
As passive structural control systems begin to see an increased acceptance within the earthquake eng...
This thesis explores the creation and assessment of semi-active control algorithms for both squat s...
iii This report investigates the transient rocking response of anchored electrical equipment and oth...
The progress in active, hybrid and semi-active vibration control technique in various countries has ...
Theoretical and practical issues concerning the multi-faceted task of mitigating the latero-torsiona...
A predictive control strategy in conjunction with semiactive control algorithms is proposed for damp...