RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure
In order to accommodate the actuator failure, the finite-time stable nonsmooth control method with RBF neural network is used to suppress the structural vibration. The traditional designed control methods neglect influence of actuator failure in structural vibration. By Lyapunov stable theory, the d...
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Online Access: | http://dx.doi.org/10.1155/2017/2513815 |
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doaj-e67999d5d46448ed9d2c0d1ec0c37dff2020-11-24T23:56:27ZengHindawi-WileyComplexity1076-27871099-05262017-01-01201710.1155/2017/25138152513815RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator FailureJianhui Wang0Chunliang Zhang1Houyao Zhu2Xiaofang Huang3Li Zhang4School of Mechanical and Electrical Engineering, Guangzhou University, Guangzhou 510006, ChinaSchool of Mechanical and Electrical Engineering, Guangzhou University, Guangzhou 510006, ChinaSchool of Mechanical and Electrical Engineering, Guangzhou University, Guangzhou 510006, ChinaEngineering Earthquake Resistance Center, Guangzhou University, Guangzhou 51045, ChinaGuangzhou Real Estate Management Vocational School, Guangzhou 510320, ChinaIn order to accommodate the actuator failure, the finite-time stable nonsmooth control method with RBF neural network is used to suppress the structural vibration. The traditional designed control methods neglect influence of actuator failure in structural vibration. By Lyapunov stable theory, the designed control method is demonstrated to suppress the building structural vibration with actuator failure. Finally, there are some examples to numerically simulate the three-layer building structure which is affected by El Centro seismic wave. Control effect of nonsmooth control is compared with no control and LQR control. The simulation results demonstrate that the designed control method is great for vibration of building structure with actuator failure and great antiseismic effect.http://dx.doi.org/10.1155/2017/2513815 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Jianhui Wang Chunliang Zhang Houyao Zhu Xiaofang Huang Li Zhang |
spellingShingle |
Jianhui Wang Chunliang Zhang Houyao Zhu Xiaofang Huang Li Zhang RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure Complexity |
author_facet |
Jianhui Wang Chunliang Zhang Houyao Zhu Xiaofang Huang Li Zhang |
author_sort |
Jianhui Wang |
title |
RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure |
title_short |
RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure |
title_full |
RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure |
title_fullStr |
RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure |
title_full_unstemmed |
RBF Nonsmooth Control Method for Vibration of Building Structure with Actuator Failure |
title_sort |
rbf nonsmooth control method for vibration of building structure with actuator failure |
publisher |
Hindawi-Wiley |
series |
Complexity |
issn |
1076-2787 1099-0526 |
publishDate |
2017-01-01 |
description |
In order to accommodate the actuator failure, the finite-time stable nonsmooth control method with RBF neural network is used to suppress the structural vibration. The traditional designed control methods neglect influence of actuator failure in structural vibration. By Lyapunov stable theory, the designed control method is demonstrated to suppress the building structural vibration with actuator failure. Finally, there are some examples to numerically simulate the three-layer building structure which is affected by El Centro seismic wave. Control effect of nonsmooth control is compared with no control and LQR control. The simulation results demonstrate that the designed control method is great for vibration of building structure with actuator failure and great antiseismic effect. |
url |
http://dx.doi.org/10.1155/2017/2513815 |
work_keys_str_mv |
AT jianhuiwang rbfnonsmoothcontrolmethodforvibrationofbuildingstructurewithactuatorfailure AT chunliangzhang rbfnonsmoothcontrolmethodforvibrationofbuildingstructurewithactuatorfailure AT houyaozhu rbfnonsmoothcontrolmethodforvibrationofbuildingstructurewithactuatorfailure AT xiaofanghuang rbfnonsmoothcontrolmethodforvibrationofbuildingstructurewithactuatorfailure AT lizhang rbfnonsmoothcontrolmethodforvibrationofbuildingstructurewithactuatorfailure |
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1725458505791438848 |