Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, hilbert transform, and short-term fourier transform

Nishitani, 2008, Obituary for Professor Takuji Kobori (1920-2007): great pioneer in structural dynamics and control, Structural Control and Health Monitoring, 15, 117, 10.1002/stc.233

Kobori, 2006, Towards a common goal via different road, Structural Control and Health Monitoring, 13, 7, 10.1002/stc.134

Kobori, 1993, Seismic response controlled structure with active variable stiffness system, Earthquake Engineering and Structural Dynamics, 22, 925, 10.1002/eqe.4290221102

Yamada, 1995, Control algorithm for estimating future responses of active variable stiffness structure, Earthquake Engineering and Structural Dynamics, 24, 1085, 10.1002/eqe.4290240804

Chang, 1980, Structural control using active tuned mass dampers, Journal of Engineering Mechanics, 6, 1091

Ikeda, 2001, Active mass driver system as the first application of active structural control, Earthquake Engineering and Structural Dynamics, 30, 1575, 10.1002/eqe.82

Reinhorn, 1993, Full sale implementation of active control. II: installation and performance, Journal of Structural Engineering, 6, 1935, 10.1061/(ASCE)0733-9445(1993)119:6(1935)

Kurata, 1999, Actual seismic response controlled building with semi-active damper system, Earthquake Engineering and Structural Dynamics, 28, 1427, 10.1002/(SICI)1096-9845(199911)28:11<1427::AID-EQE876>3.0.CO;2-#

Spencer, 2003, State of the art of structural control, Journal of Structural Engineering, 129, 845, 10.1061/(ASCE)0733-9445(2003)129:7(845)

Chu, 2005, Active, Hybrid, Semi-Active Structural Control-A Design and Implementation Handbook

Yang, 2000, Resetting semiactive stiffness damper for seismic response control, Journal of Structural Engineering, 126, 1427, 10.1061/(ASCE)0733-9445(2000)126:12(1427)

Yang, 2007, Full-scale experimental verification of resetable semi-active stiffness dampers, Earthquake Engineering and Structural Dynamics, 36, 1255, 10.1002/eqe.681

Nagarajaiah S 2000

Nagarajaiah S Mate D Semi-active control of continuously variable stiffness system 1998 397 405

Den Hartog, 1956, Mechanical Vibrations

Ormondroyd, 1928, The theory of the dynamic vibration absorber, Transactions of ASME

McNamara, 1977, Tuned mass dampers for buildings, Journal of the Structural Division, 103, 1785, 10.1061/JSDEAG.0004721

Peterson, 1980, Structural Control

Fujino, 1922, Tuned liquid damper (TLD) for suppressing horizontal motion of structures, Journal of Engineering Mechanics, 118, 2017, 10.1061/(ASCE)0733-9399(1992)118:10(2017)

Abe, 1994, Dynamic characterization of multiple tuned mass dampers and some design formulas, Earthquake Engineering and Structural Dynamics, 23, 813, 10.1002/eqe.4290230802

Fujino, 1993, Vibration control by multiple tuned liquid dampers (MTLDs), Journal of Structural Engineering, 119, 3482, 10.1061/(ASCE)0733-9445(1993)119:12(3482)

Igusa, 1994, Vibration control using multiple tuned mass dampers, Journal of Sound and Vibration, 175, 491, 10.1006/jsvi.1994.1341

Jangid, 1999, Optimal multiple tuned mass dampers for base-excited undamped system, Earthquake Engineering and Structural Dynamics, 28, 1041, 10.1002/(SICI)1096-9845(199909)28:9<1041::AID-EQE853>3.0.CO;2-E

Kareem, 1993, Performance of multiple mass dampers under random loading, Journal of Structural Engineering, 2, 348

Yamaguchi, 1993, Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations, Earthquake Engineering and Structural Dynamics, 22, 51, 10.1002/eqe.4290220105

Abe, 1996, Semi-active dynamic vibration absorbers for controlling transient response, Journal of Sound and Vibration, 5, 547, 10.1006/jsvi.1996.0588

Bonellol, 2005, Vibration control using an adaptive tuned vibration absorber with a variable curvature stiffness element, Smart Materials and Structures, 14, 1055, 10.1088/0964-1726/14/5/044

Franchek, 1995, Adaptive passive vibration control, Journal of Sound and Vibration, 189, 565, 10.1006/jsvi.1996.0037

Hrovat, 1982, Semiactive versus passive or active tuned mass dampers for structural control, Journal of Engineering Mechanics, 3, 691

Lai, 1996, Parametric control of structural vibrations via adaptable stiffness dynamic absorbers, Journal of Vibrations and Acoustics, 118, 41, 10.1115/1.2889633

Nagarajaiah, 2005, Semi-active control of wind excited building with variable stiffness TMD using short time Fourier transform, Journal of Engineering Structures, 27, 431, 10.1016/j.engstruct.2004.10.015

Nagarajaiah, 2007, Structures of semiactive variable stiffness multiple tuned mass dampers under harmonic forces, Journal of Structural Engineering, 133, 67, 10.1061/(ASCE)0733-9445(2007)133:1(67)

Sun, 1995, Passive, adaptive, and active tuned vibration absorbers: a survey, Journal of Mechanical Design, 111, 234, 10.1115/1.2836462

Yalla, 2001, Semi-active tuned liquid dampers for vibration control of structures, Engineering Structures, 23, 1469, 10.1016/S0141-0296(01)00047-5

Varadarajan, 2004, Wind response control of building with variable stiffness tuned mass damper using EMD/HT, Journal of Engineering Mechanics, 130, 451, 10.1061/(ASCE)0733-9399(2004)130:4(451)

Nagarajaiah S Varadarajan N Novel semi-active variable stiffness tuned mass damper with real time tuning capability

Nagarajaiah S Varadarajan N Semi-active control of smart tuned mass damper using empirical mode decomposition and hilbert transform algorithm

Basu, 2008, A wavelet-based time-varying adaptive LQR algorithm for structural control, Journal of Engineering Structures, 30, 2470, 10.1016/j.engstruct.2008.01.011

Basu, 2008, Online identification of linear time-varying stiffness of structural systems by wavelet analysis, International Journal of Structural Health Monitoring, 7, 21, 10.1177/1475921707081968

Cohen, 1995, Time-Frequency Analysis

Huang, 1998, The empirical mode decomposition and the hilbert spectrum for nonlinear and non-stationary time series analysis, Procedings of the Royal Society of London, 454, 903, 10.1098/rspa.1998.0193

Rilling G Flandrin P Goncalves P On empirical mode decomposition and its algorithms

Nagarajaiah, 1999, Variable stiffness and instantaneous frequency, Proceedings of Structures Congress, 1, 858

Thrane, 1984, The Hilbert transform, Bruel Kjaer Technical Review, 3, 3

Agneni, 1989, Damping measurements from truncated signals via the Hilbert transform, Mechanical Systems and Signal Processing, 3, 1, 10.1016/0888-3270(89)90019-8

Yang, 2003, System identification of linear structures based on Hilbert-Haung spectral analysis part I: normal modes, Earthquake Engineering and Structural Dyanmics, 32, 1443, 10.1002/eqe.287

Yang, 2004, Hilbert-Haung based apporach for structural damage detection, Journal of Engineering Mechanics, 130, 85, 10.1061/(ASCE)0733-9399(2004)130:1(85)

Nagarajaiah, 2006, Seismic response control of smart sliding isolated buildings using variable stiffness systems: experimental and numerical study, Earthquake Engineering and Structural Dynamics, 35, 177, 10.1002/eqe.514

Narasimhan, 2005, STFT algorithm for semiactive control of base isolated buildings with variable stiffness isolation systems subjected to near fault earthquakes, Engineering Structures, 27, 514, 10.1016/j.engstruct.2004.11.010

Dyck J Nagarajaiah S Taylor D Variation of supplemental stiffness and damping using adjustable fluid spring and damper

Koike Y Tanida K Application of V-shaped hybrid mass damper to high rise buildings and verification of the damper performance

Yan AZ Teng J Lu ZX Analysis for seismic response of Wutong TV-Tower with variable stiffness tuned mass dampers

Teng J Ou J The New Shenzhen Wutong Mountain TV Tower 2008

Ni, 2009, Technology innovation in developing the structural health monitoring system for Guangzhou New TV tower, Structural Control and Health Monitoring, 16, 73, 10.1002/stc.303

Ni YQ Guangzhou New TV Tower 2009