Study on semi-active tuned mass damper with variable damping and stiffness under seismic excitations

Structural Control and Health Monitoring - Tập 21 Số 6 - Trang 890-906 - 2014
Chao Sun1, Satish Nagarajaiah1,2
1Department of Civil and Environmental Engineering; Rice University; Houston Texas 77005 U.S.A.
2Department of Mechanical Engineering and Materials Science; Rice University; Houston Texas 77005 U.S.A.

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Tài liệu tham khảo

Frahm H Device for damping vibration of bodies 1911

Ormondroyd, 1928, The theory of the dynamic vibration absorber, Transactions of the American Society of Mechanical Engineers, 50, A9

Den Hartog, 1956, Mechanical Vibrations, 4

Housner, 1997, Structural control: past, present, and future, Journal of Engineering Mechanics, 123, 691, 10.1061/(ASCE)0733-9399(1997)123:9(897)

Ghosh, 2007, A closed-form optimal tuning criterion for TMD in damped structures, Structural Control and Health Monitoring, 14, 681, 10.1002/stc.176

Casciati, 2009, Performance of multi-TMD in the towers of suspension bridges, Journal of Vibration and Control, 15, 821, 10.1177/1077546308091455

Wang, 2009, Two-stage optimum design of tuned mass dampers with consideration of stroke, Structural Control and Health Monitoring, 16, 55, 10.1002/stc.312

Tributsch, 2012, Evaluation and analytical approximation of tuned mass damper performance in an earthquake environment, Smart Structures and Systems, 10, 155, 10.12989/sss.2012.10.2.155

Mousavi, 2013, Optimum parameters of tuned liquid column-gas damper for mitigation of seismic-induced vibrations of offshore jacket platforms, Structural Control and Health Monitoring, 20, 422, 10.1002/stc.505

Giuliano, 2013, Note on the paper “optimum parameters of tuned liquid column gas damper for mitigation of seismic-induced vibrations of offshore jacket platforms” by Seyed Amin Mousavi, Khosrow Bargi, and Seyed Mehdi Zahrai, Structural Control and Health Monitoring, 20, 852, 10.1002/stc.1499

Hrovat, 1997, Semi-active versus passive or active tuned mass dampers for structural control, Journal of Engineering Mechanics, 109, 897

Sadek, 1997, A method of estimating the parameters of tuned mass dampers for seismic applications, Earthquake Engineering and Structural Dynamics, 26, 617, 10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z

Sun, 1995, Passive, adaptive, and active tuned vibration absorber-A survey, Journal of Mechanical Design, 117, 234, 10.1115/1.2836462

Abe, 1996, Semi-active tuned mass dampers for seismic protection of civil structures, Earthquake Engineering Structural Dynamics, 25, 743, 10.1002/(SICI)1096-9845(199607)25:7<743::AID-EQE579>3.0.CO;2-S

Abe, 1996, Semi-active dynamics vibration absorbers for controlling transient response, Journal of Sound and Vibration, 198, 547, 10.1006/jsvi.1996.0588

Chung, 2013, Optimal design of friction pendulum tuned mass damper with varying friction coefficient, Structural Control and Health Monitoring, 20, 544, 10.1002/stc.514

Nagarajaiah, 1998, Semi-active control of continuously variable stiffness system, Proceedings of the Second World Conference on Structural Control, 1, 397

Nagarajaiah S Structural vibration damper with continuously variable stiffness 2000

Sriram, 2005, A STFT semiactive controller for base isolated buildings with variable stiffness isolation systems, Engineering Structures, 27, 514, 10.1016/j.engstruct.2004.11.010

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

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, 2005, Short time Fourier transform algorithm for wind response control of buildings with variable stiffness TMD, Journal of Engineering Structures, 27, 431, 10.1016/j.engstruct.2004.10.015

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

Nagarajaiah, 2009, Adaptive passive, semiactive, smart tuned mass dampers: identification and control using empirical mode decomposition, Hilbert transform, and short-term Fourier transform, Structural Control and Health Monitoring, 16, 800, 10.1002/stc.349

Sun, 2013, Hardening Düffing oscillator attenuation using a nonlinear TMD a semi-active TMD and a multiple TMD, Journal of Sound and Vibration, 332, 674, 10.1016/j.jsv.2012.10.016

Eason, 2013, Attenuation of a linear oscillator using a nonlinear and a semi-active tuned mass damper in series, Journal of Sound and Vibration, 332, 154, 10.1016/j.jsv.2012.07.048

Newmark, 1982, Earthquake Spectra and Design

Tsai, 1993, Green's Function of support-excited structures with tuned mass dampers derived by a perturbation method, Earthquake Engineering and Structural Dynamics, 22, 975, 10.1002/eqe.4290221105

Cohen L Time-frequency analysis: theory and applications 1995

George, 2003, A mathematical representation of near-fault ground motions, Bulletin of the Seismological Society of America, 93, 1099, 10.1785/0120020100