Fuzzy Control of Large Civil Structures Subjected to Natural Hazards

In this chapter, a new semiactive nonlinear fuzzy control (SNFC) system design framework is proposed through integration of a set of Lyapunov-based state feedback controllers and Kalman filters. A nonlinear multi-input multi-output (MIMO) autoregressive exogenous (ARX) Takagi-Sugeno (T-S) fuzzy model is constructed out of a set of linear dynamic models. Subsequently, multiple Lyapunovbased state feedback controllers are formulated in terms of linear matrix inequalities (LMIs) such that the resulting system is globally asymptotically stable. The resulting state feedback controllers are integrated with Kalman filters and a converting algorithm using a T-S fuzzy interpolation method to construct a semiactive output feedback controller. To demonstrate the effectiveness of the proposed design framework, the resulting scheme is applied to a three- and a twenty-story building employing nonlinear hysteretic control devices. It is demonstrated from numerical simulations that the proposed approach is effective in controlling the responses of seismically excited large civil structures equippedwith magnetorheological (MR) dampers: both displacement and acceleration responses of both three- and twenty-story buildings subjected to the 1940 El-Centro earthquake disturbance are dramatically reduced when the proposed control approach is applied.

[1]  Reza Langari,et al.  Past, present and future of fuzzy control: a case for application of fuzzy logic in hierarchical control , 1999, 18th International Conference of the North American Fuzzy Information Processing Society - NAFIPS (Cat. No.99TH8397).

[2]  Yeesock Kim,et al.  Nonlinear Identification and Control of a Building Structure with a Magnetorheological Damper , 2007, 2007 American Control Conference.

[3]  Kazuo Tanaka,et al.  Stability analysis and design of fuzzy control systems , 1992 .

[4]  J. Yen,et al.  Fuzzy Logic: Intelligence, Control, and Information , 1998 .

[5]  Reza Langari,et al.  An LMI-based H fuzzy control system design with TS framework , 2000, Inf. Sci..

[6]  Osamu Yoshida,et al.  Seismic Control of a Nonlinear Benchmark Building using Smart Dampers , 2004 .

[7]  Hyung-Jo Jung,et al.  CONTROL OF SEISMICALLY EXCITED CABLE-STAYED BRIDGE EMPLOYING MAGNETORHEOLOGICAL FLUID DAMPERS , 2003 .

[8]  Chin-Hsiung Loh,et al.  Displacement control of isolated structures with semi-active control devices , 2003 .

[9]  Kazuo Tanaka,et al.  A robust stabilization problem of fuzzy control systems and its application to backing up control of a truck-trailer , 1994, IEEE Trans. Fuzzy Syst..

[10]  Billie F. Spencer,et al.  Modeling and Control of Magnetorheological Dampers for Seismic Response Reduction , 1996 .

[11]  Ananth Ramaswamy,et al.  Multiobjective optimal FLC driven hybrid mass damper system for torsionally coupled, seismically excited structures , 2002 .

[12]  Hojjat Adeli,et al.  Control, Optimization, and Smart Structures: High-Performance Bridges and Buildings of the Future , 1999 .

[13]  B. F. Spencer,et al.  STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .

[14]  An-Pei Wang,et al.  Fuzzy sliding mode control for a building structure based on genetic algorithms , 2002 .

[15]  Pascal Gahinet,et al.  H/sub /spl infin// design with pole placement constraints: an LMI approach , 1994, Proceedings of 1994 33rd IEEE Conference on Decision and Control.

[16]  Akinori Tani,et al.  Intelligent fuzzy optimal control of building structures , 1998 .

[17]  Hyun-Su Kim,et al.  Design of fuzzy logic controller for smart base isolation system using genetic algorithm , 2006 .

[18]  Shirley J. Dyke,et al.  PHENOMENOLOGICAL MODEL FOR MAGNETORHEOLOGICAL DAMPERS , 1997 .

[19]  Paul N. Roschke,et al.  Neuro-fuzzy control of structures using magnetorheological dampers , 2001, Proceedings of the 2001 American Control Conference. (Cat. No.01CH37148).

[20]  Hyun-Moo Koh,et al.  Independent modal space fuzzy control of earthquake-excited structures , 2004 .

[21]  Lucia Faravelli,et al.  Use of Adaptive Networks in Fuzzy Control of Civil Structures , 1996 .

[22]  Reza Langari,et al.  Fuzzy Control: Synthesis and Analysis , 2000 .

[23]  Yeesock Kim,et al.  Nonlinear identification and control of building structures equipped with magnetorheological dampers , 2007 .

[24]  Michael D. Symans,et al.  Fuzzy logic control of bridge structures using intelligent semi‐active seismic isolation systems , 1999 .

[25]  P. Gahinet,et al.  H∞ design with pole placement constraints: an LMI approach , 1996, IEEE Trans. Autom. Control..

[26]  Fabio Casciati,et al.  Controlling wind response through a fuzzy controller , 2004 .

[27]  S. Hurlebaus,et al.  Smart structure dynamics , 2006 .

[28]  M. Abé Rule-Based Control Algorithm for Active Tuned Mass Dampers , 1996 .

[29]  Lily L. Zhou,et al.  Integrated fuzzy logic and genetic algorithms for multi-objective control of structures using MR dampers , 2006 .

[30]  Kenny C. S Kwok,et al.  Active control of along wind response of tall building using a fuzzy controller , 2001 .

[31]  Fabio Casciati,et al.  FUZZY CONTROL OF STRUCTURAL VIBRATION. AN ACTIVE MASS SYSTEM DRIVEN BY A FUZZY CONTROLLER , 1998 .

[32]  Billie F. Spencer,et al.  Vibration Control of Wind-Excited Tall Buildings using Sliding Mode Fuzzy Control , 2004 .

[33]  Lotfi A. Zadeh,et al.  Fuzzy Sets , 1996, Inf. Control..

[34]  Michio Sugeno,et al.  Fuzzy identification of systems and its applications to modeling and control , 1985, IEEE Transactions on Systems, Man, and Cybernetics.

[35]  M. Griffin,et al.  An analytical framework of fuzzy modeling and control of nonlinear systems: stability and design issues , 1995, Proceedings of 1995 American Control Conference - ACC'95.

[36]  Kenny C. S Kwok,et al.  Fuzzy Controller for Seismically Excited Nonlinear Buildings , 2004 .

[37]  Won Jee Chung,et al.  A new design method for continuous Takagi-Sugeno fuzzy controller with pole placement constraints: an LMI approach , 1997, 1997 IEEE International Conference on Systems, Man, and Cybernetics. Computational Cybernetics and Simulation.

[38]  Hasan Alli,et al.  Fuzzy sliding-mode control of structures , 2005 .

[39]  Shuliang Lei,et al.  Hierarchical fuzzy logic control of a double inverted pendulum , 2000, Ninth IEEE International Conference on Fuzzy Systems. FUZZ- IEEE 2000 (Cat. No.00CH37063).

[40]  Roberto Rossi,et al.  Adaptive fuzzy control: theory versus implementation , 2002 .

[41]  T. T. Soong,et al.  Experimental Study of Active Control for MDOF Seismic Structures , 1989 .

[42]  Chih-Chen Chang,et al.  Adaptive fuzzy control for nonlinear building-magnetorheological damper system , 2003 .

[43]  Reza Langari,et al.  Semiactive nonlinear control of a building with a magnetorheological damper system , 2009 .

[44]  Ananth Ramaswamy,et al.  Multi‐objective optimal design of FLC driven hybrid mass damper for seismically excited structures , 2002 .

[45]  Satish Nagarajaiah,et al.  Hybrid Control of Structures Using Fuzzy Logic , 1996 .

[46]  A. S. Ahlawat,et al.  Multiobjective optimal fuzzy logic control system for response control of wind-excited tall buildings , 2004 .

[47]  Reza Langari,et al.  Synthesis of Nonlinear Control Strategies via Fuzzy Logic , 1993, 1993 American Control Conference.

[48]  B. F. Spencer,et al.  Active Structural Control: Theory and Practice , 1992 .