© 2018 Informa UK Limited, trading as Taylor & Francis Group. Proportional-derivative and proportional-integral-derivative (PD/PID) controllers are popular algorithms in structure vibration control. In order to maintain minimum regulation error, the PD/PID control require big proportional and derivative gains. The control performances are not satisfied because of the big uncertainties in the buildings. In this paper, type-2 fuzzy system is applied to compensate the unknown uncertainties, and is combined with the PD/PID control. We prove the stability of these fuzzy PD and PID controllers. The sufficient conditions can be used for choosing the gains of PD/PID. The theory results are verified by a two-storey building prototype. The experime...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
© 2018 Informa UK Limited, trading as Taylor & Francis Group. Proportional-derivative and proporti...
This book focuses on safeguarding civil structures and residents from natural hazards such as earthq...
This book focuses on safeguarding civil structures and residents from natural hazards such as earthq...
This book presents a detailed discussion of intelligent techniques to measure the displacement of bu...
© The Author(s) 2019. In terms of vibrations along bidirectional earthquake forces, several problems...
© The Author(s) 2019. In terms of vibrations along bidirectional earthquake forces, several problems...
This study focuses on the application of interval type-2 FLC (IT2FLC) in active tuned mass damper (A...
© The Author(s) 2017. Proportional-derivative (PD) and proportional-integral-derivative (PID) contro...
© The Author(s) 2017. Proportional-derivative (PD) and proportional-integral-derivative (PID) contro...
Recently active structure controllers were considered to deal with the impact of earthquake forces a...
This paper concerns with the active vibration control for a five story building model using by the F...
This paper focuses on the benchmark problem application regarding the vibration control of tall buil...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
© 2018 Informa UK Limited, trading as Taylor & Francis Group. Proportional-derivative and proporti...
This book focuses on safeguarding civil structures and residents from natural hazards such as earthq...
This book focuses on safeguarding civil structures and residents from natural hazards such as earthq...
This book presents a detailed discussion of intelligent techniques to measure the displacement of bu...
© The Author(s) 2019. In terms of vibrations along bidirectional earthquake forces, several problems...
© The Author(s) 2019. In terms of vibrations along bidirectional earthquake forces, several problems...
This study focuses on the application of interval type-2 FLC (IT2FLC) in active tuned mass damper (A...
© The Author(s) 2017. Proportional-derivative (PD) and proportional-integral-derivative (PID) contro...
© The Author(s) 2017. Proportional-derivative (PD) and proportional-integral-derivative (PID) contro...
Recently active structure controllers were considered to deal with the impact of earthquake forces a...
This paper concerns with the active vibration control for a five story building model using by the F...
This paper focuses on the benchmark problem application regarding the vibration control of tall buil...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...
This paper focuses on the benchmark control problems for seismically excited nonlinear buildings. Th...