Application of Active Vibration Control for Earthquake Protection of Multi- Structural Buildings

Investigating the effectiveness of LQG output-feedback active control for seismic alleviation of multi-structural buildings is the main purpose of this study. A general model of a shear-frame multi-structure as a lumped-mass planar system with movements in the path of the ground motion for the attached tree-building system is developed, first. Then an output- feedback controller based on the Kalman filter and optimal control theories is designed for the main structure, to guarantee the stability of the closed-loop system to achieve an arranged level of disturbance attenuation. Consequently, for investigating the effectiveness of the proposed method on the main and neighbor structures, some numerical simulations using historically recorded ground accelerations, are considered and the results will be discussed.

[1]  Hamid Reza Karimi,et al.  Semiactive Backstepping Control for Vibration Reduction in a Structure with Magnetorheological Damper Subject to Seismic Motions , 2009 .

[2]  Kyu-Sik Park,et al.  HYBRID CONTROL STRATEGY FOR SEISMIC PROTECTION OF BENCHMARK CABLE-STAYE BRIDGE , 2002 .

[3]  Stefan Hurlebaus,et al.  Application of semi-active control strategies for seismic protection of buildings with MR dampers , 2010 .

[4]  Wonsuk Park,et al.  Active control of large structures using a bilinear pole-shifting transform with H∞ control method , 2008 .

[5]  Subrata Chakraborty,et al.  Stochastic earthquake response control of structures by liquid column vibration absorber with uncertain bounded system parameters , 2011 .

[6]  Shirley J. Dyke,et al.  Benchmark Control Problems for Seismically Excited Nonlinear Buildings , 2004 .

[7]  Haiping Du,et al.  Energy‐to‐peak control of seismic‐excited buildings with input delay , 2007 .

[8]  H. Du,et al.  H∞ control for buildings with time delay in control via linear matrix inequalities and genetic algorithms , 2008 .

[9]  Stefan Bucz,et al.  A NEW APPROACH TO TUNING ROBUST PID CONTROLLERS , 2008 .

[10]  Sheng-Guo Wang,et al.  Robust Control for Structural Systems with Parametric and Unstructured Uncertainties , 2001, Proceedings of the 2001 American Control Conference. (Cat. No.01CH37148).

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

[12]  Hamid Reza Karimi,et al.  Vibration control of a class of semiactive suspension system using neural network and backstepping techniques , 2009 .

[13]  Chin-Hsiung Loh,et al.  GA-optimized fuzzy logic control of a large-scale building for seismic loads , 2008 .

[14]  Cheng-Wu Chen,et al.  Active control for a benchmark building under wind excitations , 2003 .

[15]  D. V. Balandin,et al.  LMI-based optimal attenuation of multi-storey building oscillations under seismic excitations , 2005 .

[16]  M. F. Golnaraghi,et al.  Active Structural Vibration Control: A Review , 2003 .

[17]  Chong Lin,et al.  Delay‐dependent robust stability for stochastic time‐delay systems with polytopic uncertainties , 2008 .

[18]  Radom Pongvuthithum,et al.  Controller design for flexible structure vibration suppression with robustness to contacts , 2008, Autom..

[19]  Peng Shi,et al.  $l_{2}-l_{\infty}$ Model Reduction for Switched LPV Systems With Average Dwell Time , 2008, IEEE Transactions on Automatic Control.

[20]  S. Pourzeynali,et al.  Active control of high rise building structures using fuzzy logic and genetic algorithms , 2007 .

[21]  Rahmi Guclu,et al.  Sliding mode and PID control of a structural system against earthquake , 2006, Math. Comput. Model..

[22]  Ping Tan,et al.  Benchmark structural control problem for a seismically excited highway bridge—Part II: Phase I Sample control designs , 2009 .

[23]  T. C. Manjunath,et al.  Vibration control of Timoshenko smart structures using multirate output feedback based discrete sliding mode control for SISO systems , 2009 .

[24]  Michael Athans,et al.  Survey of decentralized control methods for large scale systems , 1978 .

[25]  Ming-Hui Lee Active control to reduce the horizontal seismic response of buildings taking into account the soil-structure interaction , 2012 .

[26]  Hamid Reza Karimi,et al.  Vibration control of base-isolated structures using mixed H2/H∞ output-feedback control , 2009 .

[27]  Robert Jankowski,et al.  Non‐linear viscoelastic modelling of earthquake‐induced structural pounding , 2005 .

[28]  Stefan Hurlebaus,et al.  Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes , 2011 .

[29]  Chae-Wook Lim,et al.  Active vibration control of the linear structure with an active mass damper applying robust saturation controller , 2008 .

[30]  Billie F. Spencer,et al.  Controlling buildings: a new frontier in feedback , 1997 .

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

[32]  Magdi S. Mahmoud,et al.  Optimal control of seismically-excited building structures , 2000 .

[33]  Zhen Zhang,et al.  Passive control of bilinear hysteretic structures by tuned mass damper for narrow band seismic motions , 2013 .

[34]  T. T. Soong,et al.  Future directions in structural control , 2009 .

[35]  Alok Madan,et al.  Vibration control of building structures using self-organizing and self-learning neural networks , 2005 .

[36]  Gang Song,et al.  Robust H∞ control for aseismic structures with uncertainties in model parameters , 2007 .

[37]  Wodek Gawronski,et al.  Advanced Structural Dynamics and Active Control of Structures , 2004 .

[38]  Donatello Cardone,et al.  Implementation and testing of passive control devices based on shape memory alloys , 2000 .