Active control of large structures using a bilinear pole-shifting transform with H∞ control method
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[1] Ahsan Kareem,et al. Mitigation of motions of tall buildings with specific examples of recent applications , 1999 .
[2] Shinji Yamazaki,et al. Tuned active dampers installed in the Minato Mirai (MM) 21 landmark tower in Yokohama , 1992 .
[3] S. Pourzeynali,et al. Active control of high rise building structures using fuzzy logic and genetic algorithms , 2007 .
[4] Takafumi Fujita,et al. Response control performance of a hybrid mass damper applied to a tall building , 2001 .
[5] Biswajit Basu,et al. Control strategy using bang–bang and minimax principle for FRF with ATMDs , 2006 .
[6] Hyun-Moo Koh,et al. Independent modal space fuzzy control of earthquake-excited structures , 2004 .
[7] Mohammad Reza Tabeshpour,et al. A new high performance semi-active bracing system , 2006 .
[8] Charis J. Gantes,et al. Pole selection for structural control using the complex Fourier characteristics of the incoming earthquake , 2007 .
[9] Yitshak M. Ram,et al. Pole-Zero Assignment of Vibratory Systems by State Feedback Control , 1998 .
[10] Javad Marzbanrad,et al. Optimal preview active control of structures during earthquakes , 2004 .
[11] T. T. Soong,et al. Active aerodynamic bi-directional control of structures II:: tall buildings , 2000 .
[12] Billie F. Spencer,et al. Large-scale MR fluid dampers: modeling and dynamic performance considerations , 2002 .
[13] Yl L. Xu. Recent developments in structural control , 2002 .
[14] Lap-Loi Chung,et al. Acceleration feedback control of seismic structures , 1998 .
[15] Francesco Ricciardelli,et al. Passive and active mass damper control of the response of tall buildings to wind gustiness , 2003 .
[16] B. F. Spencer,et al. STATE OF THE ART OF STRUCTURAL CONTROL , 2003 .
[17] Kazuo Tamura,et al. Vibration control characteristics of a hybrid mass damper system installed in tall buildings , 2001 .
[18] Z. G. Ying,et al. Nonlinear stochastic optimal control of tall buildings under wind loading , 2004 .
[19] Takuji Kobori,et al. Active mass driver system as the first application of active structural control , 2001 .
[20] Chih-Chen Chang,et al. A simple optimal pole location technique for structural control , 1998 .
[21] N. Nichols,et al. Robust pole assignment in linear state feedback , 1985 .
[22] Jann N. Yang,et al. Reduced-order H∞ and LQR control for wind-excited tall buildings , 1998 .
[23] Charis J. Gantes,et al. Feed-forward control of active variable stiffness systems for mitigating seismic hazard in structures , 2004 .
[24] Hasan Alli,et al. Fuzzy sliding-mode control of structures , 2005 .
[25] Yukihiko Kazao,et al. Characteristics of active vibration control system using gyro-stabilizer , 1998 .
[26] Bijan Samali,et al. Benchmark Problem for Response Control of Wind-Excited Tall Buildings , 2004 .
[27] Hyun-Moo Koh,et al. Fuzzy supervisory control of earthquake-excited cable-stayed bridges , 2005 .
[28] Hisanori Abiru,et al. Performance of hybrid mass damper system applied to a 36‐storey high‐rise building , 2001 .
[29] T. T. Soong,et al. STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .
[30] Michael C. Constantinou,et al. Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .
[31] Chunxiang Li,et al. Evaluation of multiple active lever-type tuned mass dampers for structures under ground acceleration , 2004 .
[32] R. Y. Chiang,et al. H-infinity synthesis using a bilinear pole shifting transform , 1992 .
[33] Ahsan Kareem,et al. Frequency Domain Optimal Control of Wind‐Excited Buildings , 1992 .
[34] Zexiang Li,et al. Control of seismic-excited buildings using active variable stiffness systems , 1996 .
[35] T. K. Datta,et al. Control of suspension bridge flutter instability using pole-placement technique , 2005 .
[36] Ephrahim Garcia,et al. Closed-Loop Pole Design for Vibration Suppression , 1997 .
[37] Wonsuk Park,et al. Wind-induced response control and serviceability improvement of an air traffic control tower , 2006 .
[38] Satoru Aizawa,et al. Practical applications of active mass dampers with hydraulic actuator , 2001 .
[39] Lap-Loi Chung,et al. Modified predictive control of structures , 1999 .
[40] Gangbing Song,et al. Vibration control of civil structures using piezoceramic smart materials: A review , 2006 .
[41] T. T. Soong,et al. State-of-the-art review: Active structural control in civil engineering , 1988 .
[42] Elsa Caetano,et al. Implementation of an Active Bracing System to Reduce Vibrations in a Physical Model Using Pole Placement Strategy , 2006 .
[43] Ian Postlethwaite,et al. Pole-zero cancellations and closed-loop properties of an H∞ mixed sensitivity design problem , 1992, Autom..
[44] T. T. Soong,et al. DESIGN OF AN ACTIVE MASS DAMPER FOR A TALL TV TOWER IN NANJING, CHINA , 1998 .