1 |
Chuan, L., Liang, M., Wang, Y. and Dong, Y. (2012), "Vibration suppression using two terminal flywheel. Part I: Modeling and Characterization", J. Vib. Control, 18(8), 1096-1105.
DOI
|
2 |
De Angelis, M., Perno, S., Reggio, A. (2012), "Dynamic response and optimal design of structures with large mass ratio TMD", Earthq. Eng. Struct. D., 41(1), 41-60.
DOI
|
3 |
Den Hartog, J.P. (1956), Mechanical Vibrations, McGraw-Hill (4th Ed.), New York, NY, USA.
|
4 |
Dhand, A. and Pullen, K.R. (2015), "Analysis of continuously variable transmission for flywheel energy storage systems in vehicular application", Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 229(2), 273-290.
DOI
|
5 |
Domizio, M., Ambrosini, D. and Curadelli, O. (2015), "Performance of TMDs on nonlinear structures subjected to near-fault earthquakes", Smart Struct. Syst., 16(4), 725-742.
DOI
|
6 |
Frahm, H. (1911), Device for Damping Vibrations of Bodies, U.S. Patent 989958, USPTO.
|
7 |
Krenk, S. (2005), "Frequency analysis of the tuned mass damper", J. Appl.Mech.-ASME, 72, 936-942.
DOI
|
8 |
Leung, A.Y.T. and Zhang, H. (2009), "Particle swarm optimization of tuned mass dampers", Eng. Struct., 31(3), 715-728.
DOI
|
9 |
Lin, C.C., Wang, J.F. and Chen, B.L. (2005). "Train-induced vibration control of high-speed railway bridges equipped with multiple tuned mass dampers", J. Bridge Eng. - ASCE, 10(4), 398-414.
DOI
|
10 |
Ghosh, A. and Basu, B. (2007), "A closed-form optimal tuning criterion for TMD in damped structures", Structural Control and Health Monitoring, 14(4), 681-692.
DOI
|
11 |
Giaralis, A. and Petrini, F. (2017), "Wind-induced vibration mitigation in tall buildings using the tuned mass-damper-inerter (TMDI)", J. Struct. Eng. - ASCE, accepted for publication.
|
12 |
Hoang, N., Fujino, Y. and Warnitchai, P. (2008), "Optimal tuned mass damper for seismic applications and practical design formulas", Eng. Struct., 30, 707-715.
DOI
|
13 |
Gonzalez-Buelga, A., Clare, L.R., Cammarano, A., Neild, S.A., Burrow, S.G. and Inman, D.J. (2014), "An optimised tuned mass damper/harvester device", Structural Control and Health Monitoring, 21(8), 1154-1169.
DOI
|
14 |
Gonzalez-Buelga, A., Lazar, I., Jiang, J.Z., Neild, S.A. and Inman, D.J. (2016), "Assessing the effect of nonlinearities on the performance of a Tuned Inerter Damper", Struct. Control Health Monit., DOI: 10.1002/stc.1879.
DOI
|
15 |
Hendijanizadeh, M., Sharkh, S.M., Elliott, S.J. and Moshrefi-Torbati, M. (2013), "Output power and efficiency of electromagnetic energy harvesting systems with constrained range of motion", Smart Mater. Struct., 22(12), 125009.
DOI
|
16 |
Hu, Y. and Chen, M.Z.Q. (2015), "Performance evaluation for inerter-based dynamic vibration absorbers", Int. J. Mech. Sci., 99, 297-307.
DOI
|
17 |
Hu, Y., Chen, M.Z.Q., Shu, Z. and Huang L. (2015), "Analysis and optimisation for inerter-based isolators via fixed-point theory and algebraic solution", J. Sound Vib., 346, 17-36, DOI:10.1016/j.jsv.2015.02.041.
DOI
|
18 |
Hu, Y., Chen, M.Z.Q., Xu, S. and Liu Y. (2016), "Semiactive inerter and its application in adaptive tuned vibration absorbers", IEEE T. Control Syst. Technol., DOI: 10.1109/TCST.2016.2552460.
DOI
|
19 |
Makihara, K., Hirai, H., Yamamoto, Y. and Fukunaga, H. (2015), "Self-reliant wireless health monitoring based on tuned-massdamper mechanism", Smart Struct. Syst., 15(6), 1625-1642.
DOI
|
20 |
Jokic, M., Stegic, M. and Butkovic, M. (2011), "Reduced-order multiple tuned mass damper optimization: A bounded real lemma for descriptor systems approach", J. Sound Vib., 330, 5259-5268.
DOI
|
21 |
Marian, L. and Giaralis, A. (2014), "Optimal design of a novel tuned mass-damper-inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems", Probab. Eng. Mech., 38, 156-164.
DOI
|
22 |
Marian, L. and Giaralis, A. (2013), "Optimal design of inerter devices combined with TMDs for vibration control of buildings exposed to stochastic seismic excitations", Proceedings of the 11th ICOSSAR International Conference on Structural Safety and Reliability for Integrating Structural Analysis, Risk and Reliability, New York, June.
|
23 |
Masri, S.F. and Caffrey, J.P. (2017), "Transient response of a SDOF system with an inerter to nonstationary stochastic excitation", J. Appl. Mech. - ASCE, 84(4), 041005.
DOI
|
24 |
Ormondroyd, J. and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", J. Appl. Mech. - ASCE, 50, 9-22.
|
25 |
Papageorgiou, C. and Smith, M.C. (2005), "Laboratory experimental testing of inerters", Proceedings of the IEEE Conference on Decision and Control, Seville, Spain, December.
|
26 |
Pietrosanti, D., De Angelis M. and Basili, M. (2017), "Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI)", Earthq. Eng. Struct. D., DOI:10.1002/eqe.2861.
DOI
|
27 |
Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20(3), 193-204.
DOI
|
28 |
Salvi, J. and Rizzi, E. (2016), "Closed-form optimum tuning formulas for passive tuned mass dampers under benchmark excitations", Smart Struct. Syst., 17(2), 231-256.
DOI
|
29 |
Ricciardelli, F. and Vickery, B.J. (1999), "Tuned vibration absorbers with dry friction damping", Earthq. Eng. Struct. D., 28(7), 707-724.
DOI
|
30 |
Rome, L.C., Flynn, L., Goldman, E.M. and Yoo, T.D. (2005), "Generating electricity while walking with loads", Science, 309(5741), 1725-1728.
DOI
|
31 |
Shen, W., Zhu, S. and Xu, Y.l. (2012), "An experimental study on self-powered vibration control and monitoring system using electromagnetic TMD and wireless sensors", Sensor. Actuat. - A, 180, 166-176.
DOI
|
32 |
Shen, Z., Zhu, S., Zhu, H. and Xu, Y.L. (2016), "Electromagnetic energy harvesting from structural vibrations during earthquakes", Smart Struct. Syst., 18(3), 449-470.
DOI
|
33 |
Smith, M.C. (2002), "Synthesis of mechanical networks: the inerter", IEEE T. Autom. Control, 47(10), 1648-1662.
DOI
|
34 |
Swift, S.J., Smith, M.C., Glover, A.R., Papageorgiou, C., Gartner, B. and Houghton, N.E. (2013), "Design and modelling of a fluid inerter", Int. J. Control, 86(11), 2035-2051.
DOI
|
35 |
Bandivadekar, T.B. and Jangid, R.S. (2012), "Mass distribution of multiple tuned mass dampers for vibration control of structures", Int. J. Civil Struct. Eng. 3, 70-84.
|
36 |
Adhikari, S. and Ali, F. (2013), "Energy harvesting dynamic vibration absorbers", J. Appl. Mech., 80(4), 1-9.
|
37 |
Asami, T., Nishihara, O. and Baz, A.M. (2002), "Analytical solutions to and optimization of dynamic vibration absorber attached to damped linear systems", J. Vib. Acoust., 124(2), 284-295.
DOI
|
38 |
Bakre, S.V. and Jangid, R.S. (2007), "Optimum parameters of tuned mass damper for damped main system", Struct. Control Health Monit., 14(3), 448-470.
DOI
|
39 |
Bortoluzzi, D., Casciati, S., Elia, L. and Faravelli, L. (2015), "Design of a TMD solution to mitigate wind-induced local vibrations in an existing timber footbridge", Smart Struct. Syst., 16(3), 459-478.
DOI
|
40 |
Brock, J.E. (1946), "A note on the damped vibration absorber", J. Appl. Mech., 13, A-284.
|
41 |
Casciati, F. and Giuliano, F. (2009), "Performance of multi-TMD in the towers of suspension bridges", J. Vib. Control, 15(6), 821-847.
DOI
|
42 |
Wang, J.F. and Lin, C.C. (2015), "Extracting parameters of TMD and primary structure from the combined system responses", Smart Struct. Syst., 16(5), 937-960.
DOI
|
43 |
Tang, X. and Zuo, L. (2012), "Simultaneous energy harvesting and vibration control of structures with tuned mass dampers", J. Intel. Mat. Syst. Str., 23(18), 2117-2127.
DOI
|
44 |
Tributsch, A. and Adam, C. (2012), "Evaluation and analytical approximation of Tuned Mass Dampers performance in an earthquake environment", Smart Struct. Syst., 10(2), 155-179.
DOI
|
45 |
Wang, F.C., Hong, M.F. and Lin, T.C. (2011), "Designing and testing a hydraulic inerter", Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 225(1), 66-72.
DOI
|
46 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10(3), 381-401.
DOI
|
47 |
Xu, K. and Igusa, T. (1992), "Dynamic characteristics of multiple substructures with closely spaced frequencies", Earthq. Eng. Struct. D., 21, 1059-1070.
DOI
|
48 |
Yang, F., Sedaghati, R. and Esmailzadeh, E. (2015), "Optimal design of distributed tuned mass dampers for passive vibration control of structures", Struct. Control Health Monit., 22, 221-236.
DOI
|
49 |
Cassidy, I.L., Scruggs, J.T., Behrens, S. and Gavin, H.P. (2011), "Design and experimental characterization of an electromagnetic transducer for large-scale vibratory energy harvesting applications", J. Intel. Mat. Syst. Str., 22(17), 2009-2024.
DOI
|
50 |
Yamaguchi, H. and Harnpornchai, N. (1993), "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations", Earthq. Eng. Struct. D., 22(1), 51-62.
DOI
|
51 |
Zuo, L. and Tang, X. (2013), "Large-scale vibration energy harvesting", J. Intel. Mat. Syst. Str., 24(11), 1405-1430.
DOI
|
52 |
Zhu, S., Shen, W.A. and Zu, Y.L. (2012), "Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing", Eng. Struct., 34(1), 198-212.
DOI
|
53 |
Zuo, L. (2009), "Effective and robust vibration control using series multiple tuned-mass dampers", J. Vib. Acoust., 131(3), 031003.
DOI
|