Fuzzy control for seismically excited bridges with sliding bearing isolation

Authors:
Ken Yeh;Cheng Wu Chen;Ta Kang Hsiung
Affiliations:
Department of Civil Engineering, De-Lin Institute of Technology, Taipei County, Taiwan, R.O.C.;Department of Logistics Management, Shu-Te University, Kaohsiung, Taiwan, R.O.C.;Department of Civil Engineering, National Central University, Jhongli City, Taoyuan County, Taiwan, R.O.C.
Venue:
ICIC'07 Proceedings of the intelligent computing 3rd international conference on Advanced intelligent computing theories and applications
Year:
2007

Citing 8
Cited 0

Robust control synthesis for uncertain/nonlinear dynamical systems

Automatica (Journal of IFAC)
Adaptive fuzzy systems and control: design and stability analysis

Adaptive fuzzy systems and control: design and stability analysis
Essentials of fuzzy modeling and control

Essentials of fuzzy modeling and control
Stability conditions of fuzzy systems and its application to structural and mechanical systems

Advances in Engineering Software
Decoupled fuzzy sliding-mode control

IEEE Transactions on Fuzzy Systems
An improved stable adaptive fuzzy control method

IEEE Transactions on Fuzzy Systems
A stable adaptive fuzzy sliding-mode control for affine nonlinear systems with application to four-bar linkage systems

IEEE Transactions on Fuzzy Systems
Sliding mode-like fuzzy logic control with self-tuning the dead zone parameters

IEEE Transactions on Fuzzy Systems

Quantified Score

Hi-index	0.00

Visualization

Abstract

This paper studies the application of the adaptive fuzzy sliding mode control (AFSMC) strategies for reducing the dynamic responses of the bridges with sliding bearing isolation hybrid protective system. Hence it is necessary to develop non-linear control methods. AFSMC is a combination of the sliding mode control (SMC) and the Fuzzy control. The performance and robustness of the proposed control methods are all demonstrated by numerical simulation. Simulation results demonstrate that the presented methods are viable and an attractive control strategy for application to seismically excited bridges with sliding bearing isolation.