Add to ORKGAbstract – A control algorithm based on the instantaneous optimal control method is presented for on-line control of structures subjected to earthquake excitations. This algorithm employs the digital state-space equation to discretize the continuous dynamical equation of motion, and named discrete instantaneous optimal control method. Based on the Lyapunov stability method, a procedure to obtain a discrete stable weighting matrix is developed. To demonstrate the precision and the efficiency of the proposed control algorithm an 8-story shear-type building frame equipped with one active mass damper/driver (AMD) mechanism is used. Behavior of different weighting matrices is also examined
An optimal pole placement technique is proposed for the vibration control of a structure modeled as ...
[[abstract]]Recent publications have presented Successful implementations of adaptive control techni...
The paper deals with the adaptive optimal semi-active control of the slender vibrating structures su...
Abstract: An optimal control scheme is proposed for linear dynamic system models, and the optimal co...
Abstract: The time-delay discrete-time equations are derived directly from the differential vibratio...
ABSTRACT: A new closed-open-loop optimal control algorithm is proposed that has been derived by mini...
An optimal control method for peak response reduction and its application to a tall building structu...
An application of instantaneous optimal control algorithm using the Newmark integration scheme to fl...
In this thesis I develop a mathematical model for an apartment building during an earthquake. The mo...
In this thesis I develop a mathematical model for a four story apartment building in a plane during ...
In the past two decades researchers in structural control community were mainly focused on the devel...
The concept of active control has been introduced in recent years in order to reduce the seismic res...
The paper discusses means of mechanical vibration surveillance using elements of control theory, dyn...
In this paper the control algorithm for controlled civil structures subjected to earthquake excitati...
Abstract: The paper discusses means of mechanical vibration surveillance using elements of control t...
An optimal pole placement technique is proposed for the vibration control of a structure modeled as ...
[[abstract]]Recent publications have presented Successful implementations of adaptive control techni...
The paper deals with the adaptive optimal semi-active control of the slender vibrating structures su...
Abstract: An optimal control scheme is proposed for linear dynamic system models, and the optimal co...
Abstract: The time-delay discrete-time equations are derived directly from the differential vibratio...
ABSTRACT: A new closed-open-loop optimal control algorithm is proposed that has been derived by mini...
An optimal control method for peak response reduction and its application to a tall building structu...
An application of instantaneous optimal control algorithm using the Newmark integration scheme to fl...
In this thesis I develop a mathematical model for an apartment building during an earthquake. The mo...
In this thesis I develop a mathematical model for a four story apartment building in a plane during ...
In the past two decades researchers in structural control community were mainly focused on the devel...
The concept of active control has been introduced in recent years in order to reduce the seismic res...
The paper discusses means of mechanical vibration surveillance using elements of control theory, dyn...
In this paper the control algorithm for controlled civil structures subjected to earthquake excitati...
Abstract: The paper discusses means of mechanical vibration surveillance using elements of control t...
An optimal pole placement technique is proposed for the vibration control of a structure modeled as ...
[[abstract]]Recent publications have presented Successful implementations of adaptive control techni...
The paper deals with the adaptive optimal semi-active control of the slender vibrating structures su...