Discrete-time sliding mode for building structure bidirectional active vibration control

被引:10
作者
Paul, Satyam [1 ]
Yu, Wen [1 ]
Li, Xiaoou [2 ]
机构
[1] CINVESTAV IPN, Dept Control Automat, Natl Polytech Inst, Mexico City, DF, Mexico
[2] CINVESTAV IPN, Dept Comp, Natl Polytech Inst, Mexico City, DF, Mexico
关键词
Active vibration control; sliding mode control; discrete-time; VARIABLE-STRUCTURE CONTROL; SYSTEMS; STABILITY; ACTUATOR; DESIGN; SENSOR;
D O I
10.1177/0142331218764581
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
In terms of vibrations along bidirectional earthquake forces, several problems are faced when modelling and controlling the structure of a building, such as lateral-torsional vibration, uncertainties surrounding the rigidity and the difficulty of estimating damping forces. In this paper, we use a fuzzy logic model to identify and compensate the uncertainty which does not require an exact model of the building structure. To attenuate bidirectional vibration, a novel discrete-time sliding mode control is proposed. This sliding mode control has time-varying gain and is combined with fuzzy sliding mode control in order to reduce the chattering of the sliding mode control. We prove that the closed-loop system is uniformly stable using Lyapunov stability analysis. We compare our fuzzy sliding mode control with the traditional controllers: proportional-integral-derivative and sliding mode control. Experimental results show significant vibration attenuation with our fuzzy sliding mode control and horizontal-torsional actuators. The proposed control system is the most efficient at mitigating bidirectional and torsional vibrations.
引用
收藏
页码:433 / 446
页数:14
相关论文
共 40 条
[1]  
Anderson J.C., 2012, Basic Structural Dynamics
[2]   Discrete-time quasi-sliding-mode control strategies [J].
Bartoszewicz, A .
IEEE TRANSACTIONS ON INDUSTRIAL ELECTRONICS, 1998, 45 (04) :633-637
[3]   Discrete-time variable structure control method for seismic-excited building structures with time delay in control [J].
Cai, GP ;
Huang, JZ .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2002, 31 (07) :1347-1359
[4]   Mass dampers and their optimal designs for building vibration control [J].
Chang, CC .
ENGINEERING STRUCTURES, 1999, 21 (05) :454-463
[5]   Active control for seismic response reduction using modal-fuzzy approach [J].
Choi, KM ;
Cho, SW ;
Kim, DO ;
Lee, IW .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2005, 42 (16-17) :4779-4794
[6]  
Chopra A.K., 2011, DYNAMICS STRUCTURES
[7]   Semiactive fuzzy control of the seismic response of building frames with MR dampers [J].
Das, Diptesh ;
Datta, T. K. ;
Madan, Alok .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (01) :99-118
[8]   Smart structures: Part I-Active and semi-active control [J].
Fisco, N. R. ;
Adeli, H. .
SCIENTIA IRANICA, 2011, 18 (03) :275-284
[9]   Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers [J].
Guclu, Rahmi ;
Yazici, Hakan .
JOURNAL OF SOUND AND VIBRATION, 2008, 318 (1-2) :36-49
[10]   Adaptive backstepping control with estimation for the vibration isolation of buildings [J].
Hacioglu, Yuksel ;
Yagiz, Nurkan .
JOURNAL OF VIBRATION AND CONTROL, 2012, 18 (13) :1996-2005