A stochastic optimal coupling-control method for adjacent building structures is proposed. The coupled structures with control devices under random seismic excitation are condensed to form a reduced-order model for the control analysis. The stochastic averaging method is applied to the reduced model to obtain Itô stochastic differential equations with respect to structural modal vibration energies. Then the stochastic dynamical programming principle is applied to the energy processes to establish a dynamical programming equation, by which the optimal coupling-control law is determined. The seismic response mitigation is achieved through the structural energy control and the dimension of optimal control problem is reduced. The seismic excita...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
The paper suggests a procedure for the seismic improvement of adjacent structures. The control strat...
The stochastic optimal nonlinear control of coupled adjacent building structures is studied based on...
AbstractStochastic control of a building frame subjected to earthquake excitation and fixed with an ...
An optimal control strategy for the random vibration reduction of nonlinear structures using piezoel...
ii In this dissertation, certain problems of stochastic optimal control and relevant analysis of ran...
Abstract: The stochastic optimal control is an important research subject in structural engineering....
The dynamic behaviour of two adjacent multi-degrees-of-freedom (MDOF) structures connected with a hy...
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...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
Smart Structures and Materials 2002 : Smart Systems for Bridges, Structures, and Highways, San Diego...
The semi-infinite time optimal control for a class of stochastically excited Markovian jump nonlinea...
The research presented in this dissertation examines innovative structures connected with smart cont...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
The paper suggests a procedure for the seismic improvement of adjacent structures. The control strat...
The stochastic optimal nonlinear control of coupled adjacent building structures is studied based on...
AbstractStochastic control of a building frame subjected to earthquake excitation and fixed with an ...
An optimal control strategy for the random vibration reduction of nonlinear structures using piezoel...
ii In this dissertation, certain problems of stochastic optimal control and relevant analysis of ran...
Abstract: The stochastic optimal control is an important research subject in structural engineering....
The dynamic behaviour of two adjacent multi-degrees-of-freedom (MDOF) structures connected with a hy...
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...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
Smart Structures and Materials 2002 : Smart Systems for Bridges, Structures, and Highways, San Diego...
The semi-infinite time optimal control for a class of stochastically excited Markovian jump nonlinea...
The research presented in this dissertation examines innovative structures connected with smart cont...
Abstract. Peak response is a more suitable index than mean response in the light of structural safet...
This paper deals with the seismic retrofit of existing frames by means of external passive dissipati...
The paper suggests a procedure for the seismic improvement of adjacent structures. The control strat...