Semiactive fuzzy control of the seismic response of building frames with MR dampers

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

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

[3]  Henri P. Gavin,et al.  Closed loop structural control using electrorheological dampers , 1995, Proceedings of 1995 American Control Conference - ACC'95.

[4]  Hyung-Jo Jung,et al.  Semiactive neurocontrol for seismic response reduction using smart damping strategy , 2004 .

[5]  Shirley J. Dyke,et al.  Semiactive Control Strategies for MR Dampers: Comparative Study , 2000 .

[6]  James L. Beck,et al.  Structural protection using MR dampers with clipped robust reliability-based control , 2007 .

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

[8]  Rodolfo Villamizar,et al.  Semiactive control of base isolated structures with actuator dynamics , 2003, 2003 European Control Conference (ECC).

[9]  J. L. Sproston,et al.  Non-linear modelling of an electro-rheological vibration damper , 1987 .

[10]  T. K. Datta,et al.  Semiactive Fuzzy Control of the Seismic Response of Building Frames , 2006 .

[11]  Jann N. Yang,et al.  H∞‐based control strategies for civil engineering structures , 2003 .

[12]  Wl L. Qu,et al.  Seismic response control of frame structures using magnetorheological/electrorheological dampers , 2000 .

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

[14]  Claudia Mara Dias Wilson,et al.  Structural Vibration Reduction Using Fuzzy Control of Magnetorheological Dampers , 2005 .

[15]  Hamid Reza Karimi,et al.  Frequency domain control based on quantitative feedback theory for vibration suppression in structures equipped with magnetorheological dampers , 2009 .

[16]  Michael C. Constantinou,et al.  Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .

[17]  Zhao-Dong Xu,et al.  Semi-active control of structures incorporated with magnetorheological dampers using neural networks , 2003 .

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

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

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

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

[22]  Mohammed Ismail,et al.  The Hysteresis Bouc-Wen Model, a Survey , 2009 .

[23]  T. T. Soong,et al.  STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .

[24]  Fayal Ikhouane,et al.  Systems with Hysteresis , 2007 .

[25]  Yi-Qing Ni,et al.  Neuro-control of cable vibration using semi-active magneto-rheological dampers , 2002 .

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

[27]  Hyun-Moo Koh,et al.  Semi-active fuzzy control of cable-stayed bridges using magneto-rheological dampers , 2007 .

[28]  Billie F. Spencer,et al.  Dynamic Modeling of Large-Scale Magnetorheological Damper Systems for Civil Engineering Applications , 2004 .

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

[30]  Hyung-Jo Jung,et al.  Semi‐active fuzzy control for seismic response reduction using magnetorheological dampers , 2004 .

[31]  Zhao-Dong Xu,et al.  Integrated intelligent control analysis on semi-active structures by using magnetorheological dampers , 2008 .

[32]  Ningsu Luo,et al.  Semiactive backstepping control for vibration attenuation in structures equipped with magnetorheological actuators , 2006, 2006 IEEE Conference on Computer Aided Control System Design, 2006 IEEE International Conference on Control Applications, 2006 IEEE International Symposium on Intelligent Control.

[33]  Rodolfo Villamizar,et al.  Robust control law for a friction-based semiactive controller of a two-span bridge , 2003, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

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

[35]  Alex H. Barbat,et al.  Hierarchical semi-active control of base-isolated structures using a new inverse model of magnetorheological dampers , 2010 .

[36]  A. Sano,et al.  Fully adaptive vibration control for uncertain structure installed with MR damper , 2005, Proceedings of the 2005, American Control Conference, 2005..

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

[38]  Damon G. Reigles,et al.  Supervisory fuzzy control of a base‐isolated benchmark building utilizing a neuro‐fuzzy model of controllable fluid viscous dampers , 2006 .

[39]  Satish Nagarajaiah,et al.  Semi‐active control of sliding isolated bridges using MR dampers: an experimental and numerical study , 2005 .

[40]  S. Olutunde Oyadiji,et al.  Application of MR damper in structural control using ANFIS method , 2008 .

[41]  Satish Nagarajaiah,et al.  Experimental study of sliding base-isolated buildings with magnetorheological dampers in near-fault earthquakes , 2005 .

[42]  D. Gamota,et al.  Dynamic mechanical studies of electrorheological materials: Moderate frequencies , 1991 .