AbstractStochastic control of a building frame subjected to earthquake excitation and fixed with an Active Tuned Mass Damper (ATMD) is presented in this paper. The control forces are computed using stochastic control algorithm. It is assumed that the system is partially observed and measurement error is present as a Gaussian white noise. The excitation is also assumed as a Gaussian white noise and the expected value of the state of the system is controlled using the Astrom's algorithm. The algorithm is obtained using dynamic programming technique leading to a recursive formulation. The equations used for calculating the control force are similar to the Algebraic Riccati's Equation (ARE). An eight storey building frame is taken as an example...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
In this paper, a probabilistic dynamic analysis of a five-storey building subjected to a stochastic ...
A stochastic Output Error (OE) vibration based methodology for damage detection and assessment (loca...
A stochastic optimal coupling-control method for adjacent building structures is proposed. The coupl...
To fully exploit new technologies for response mitigation and structural health monitoring, improve...
The stochastic optimal nonlinear control of coupled adjacent building structures is studied based on...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
This study aims to stabilize the unwanted fluctuation of buildings as mechanical structures subjecte...
The present study focuses on the estimation of response of building structure supplemented with the ...
A stochastic-simulation-based nonlinear controller design for base-isolation systems is discussed in...
The paper deals with the modelling, response quantification and vibration control of rigid-plastic b...
Stochastic response of buildings isolated by lead-rubber bearings (LRB) is investigated. The earthqu...
In high-rise buildings earthquake ground motions induce bending deformation of the host structure. L...
This work deals with the design optimization of tuned mass damper (TMD) devices used for mitigating ...
The design of a novel backstepping controller for using with active tuned mass damper (ATMD) system ...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
In this paper, a probabilistic dynamic analysis of a five-storey building subjected to a stochastic ...
A stochastic Output Error (OE) vibration based methodology for damage detection and assessment (loca...
A stochastic optimal coupling-control method for adjacent building structures is proposed. The coupl...
To fully exploit new technologies for response mitigation and structural health monitoring, improve...
The stochastic optimal nonlinear control of coupled adjacent building structures is studied based on...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
This study aims to stabilize the unwanted fluctuation of buildings as mechanical structures subjecte...
The present study focuses on the estimation of response of building structure supplemented with the ...
A stochastic-simulation-based nonlinear controller design for base-isolation systems is discussed in...
The paper deals with the modelling, response quantification and vibration control of rigid-plastic b...
Stochastic response of buildings isolated by lead-rubber bearings (LRB) is investigated. The earthqu...
In high-rise buildings earthquake ground motions induce bending deformation of the host structure. L...
This work deals with the design optimization of tuned mass damper (TMD) devices used for mitigating ...
The design of a novel backstepping controller for using with active tuned mass damper (ATMD) system ...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
In this paper, a probabilistic dynamic analysis of a five-storey building subjected to a stochastic ...
A stochastic Output Error (OE) vibration based methodology for damage detection and assessment (loca...