Abstract
Purpose
Building structures are affected by earthquakes and uncertainties, which cause serious damage and threaten people’s lives. Thus, it is necessary to design an effective control method for uncertain buildings.
Methods
A novel variable fractional order sliding mode control (VOSMC) technique is proposed to control the vibration of building structure caused by seismic excitations, including El Centro, Hachinohe, Northridge and Kobe earthquakes. Based on the proposed variable fractional order sliding mode surface, a variable fractional order sliding control law is presented. The global asymptotic stability and finite-time convergence of the considered system are analyzed and proved by using variable fractional order Lyapunov stability theorem. Besides, the corresponding constant fractional order sliding mode control (FOSMC) method is also given. Finally, the control effects of VOSMC and FOSMC methods are discussed by four performance indices.
Results
The feasibility and rationality of the introduced methods are verified by two examples.
Conclusions
Compared with the FOSMC method, the proposed variable fractional order control method not only has lower control output, but also has higher output utilization ratio, which is beneficial to energy conservation.
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Acknowledgements
The authors thank the National Natural Science Foundation of China (41977240) for its support.
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Wang, C., Zhou, X., Shi, X. et al. Variable Fractional Order Sliding Mode Control for Seismic Vibration Suppression of Uncertain Building Structure. J. Vib. Eng. Technol. 10, 299–312 (2022). https://doi.org/10.1007/s42417-021-00377-9
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DOI: https://doi.org/10.1007/s42417-021-00377-9