The stochastic optimal nonlinear control of coupled adjacent building structures is studied based on the stochastic dynamical programming principle and the stochastic averaging method. The coupled structures with control devices under random seismic excitation are first condensed to form a reduced-order structural model for the control analysis. The stochastic averaging method is applied to the reduced model to yield Ito stochastic differential equations for structural modal energies as controlled diffusion processes. Then a dynamical programming equation for the energy processes is established based on the stochastic dynamical programming principle, and solved to determine the optimal nonlinear control law. The seismic response mitigation ...
A performance-based multi-objective design optimization framework for nonlinear/hysteretic multi-deg...
A stochastic semi-active control strategy for the MR damping controlled structure is provided in thi...
An ideal controller assumes that the system is unconstrained and the control force in unbounded. How...
A stochastic optimal coupling-control method for adjacent building structures is proposed. The coupl...
Abstract: The stochastic optimal control is an important research subject in structural engineering....
An optimal control strategy for the random vibration reduction of nonlinear structures using piezoel...
AbstractStochastic control of a building frame subjected to earthquake excitation and fixed with an ...
Smart Structures and Materials 2002 : Smart Systems for Bridges, Structures, and Highways, San Diego...
ii In this dissertation, certain problems of stochastic optimal control and relevant analysis of ran...
The semi-infinite time optimal control for a class of stochastically excited Markovian jump nonlinea...
Supplemental damping devices present an attractive means to improve the structural system. Typically...
An optimal control method for peak response reduction and its application to a tall building structu...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
To fully exploit new technologies for response mitigation and structural health monitoring, improve...
For purpose of enhancing the seismic performance of civil structures, external passive energy dissip...
A performance-based multi-objective design optimization framework for nonlinear/hysteretic multi-deg...
A stochastic semi-active control strategy for the MR damping controlled structure is provided in thi...
An ideal controller assumes that the system is unconstrained and the control force in unbounded. How...
A stochastic optimal coupling-control method for adjacent building structures is proposed. The coupl...
Abstract: The stochastic optimal control is an important research subject in structural engineering....
An optimal control strategy for the random vibration reduction of nonlinear structures using piezoel...
AbstractStochastic control of a building frame subjected to earthquake excitation and fixed with an ...
Smart Structures and Materials 2002 : Smart Systems for Bridges, Structures, and Highways, San Diego...
ii In this dissertation, certain problems of stochastic optimal control and relevant analysis of ran...
The semi-infinite time optimal control for a class of stochastically excited Markovian jump nonlinea...
Supplemental damping devices present an attractive means to improve the structural system. Typically...
An optimal control method for peak response reduction and its application to a tall building structu...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
To fully exploit new technologies for response mitigation and structural health monitoring, improve...
For purpose of enhancing the seismic performance of civil structures, external passive energy dissip...
A performance-based multi-objective design optimization framework for nonlinear/hysteretic multi-deg...
A stochastic semi-active control strategy for the MR damping controlled structure is provided in thi...
An ideal controller assumes that the system is unconstrained and the control force in unbounded. How...