1 |
Brownjohn, J.M.W., Carden, E.P., Goddard, C.R. and Oudin, G. (2010), "Real-time performance monitoring of tuned mass damper system for a 183m reinforced concrete chimney", J. Wind Eng. Ind. Aerod., 98(3), 169-179.
DOI
ScienceOn
|
2 |
Chakraborty, S. and Roy, B.K. (2011), "Reliability based optimum design of tuned mass damper in seismic vibration control of structures with bounded uncertain parameters", Probabilist. Eng. Mech., 26(2), 215-221.
DOI
ScienceOn
|
3 |
Cheung Y. L. and Wong, W. O. (2011), "H-infinity optimization of a variant design of the dynamic vibration absorber-revisited and new results", J. Sound Vib., 330(16), 3901-3912.
DOI
|
4 |
Den Hartog, J.P. (1956), Mechanical Vibrations, McGraw-Hill, New York, U.S.A.
|
5 |
Farshidianfar, A. and Soheili, S. (2013), "Ant colony optimization of tuned mass dampers for earthquake oscillations of high-rise structures including soil-structure interaction", Soil Dyn. Earthq. Eng., 51, 14-22.
DOI
|
6 |
Frahm, H. (1911), Device for damping vibrations of bodies. U.S. Patent No. 989-958.
|
7 |
Greco, R. and Marano, G.C. (2013), "Optimum design of tuned mass dampers by displacement and energy perspectives", Soil Dyn. Earthq. Eng., 49, 243-253.
DOI
|
8 |
Hahnkamm, E. (1932), "Die dampfung von fundamentschwingungen bei veranderlicher erregerfrequenz", Ingenieur Archiv, 4(2), 192-201.
DOI
|
9 |
Jangid, R.S. (1999), "Optimum multiple tuned mass dampers for base-excited undamped system", Earthq. Eng. Struct. D., 28(9), 1041-1049.
DOI
|
10 |
Jangn S.J., Brennan, M.J., Rustighi, E. and Jung, H.J. (2012), "A simple method for choosing the parameters of a two degree-of-freedom tuned vibration absorber", J. Sound Vib., 331(21), 4658-4667.
DOI
|
11 |
Juang, J.N. (1997), "System realization using information matrix", J. Guid. Control Dynam., 21(3), 492-500.
|
12 |
Kang, N., Kim, H., Choi, S., Jo, S., Hwang, J.S. and Yu, E. (2012), "Performance evaluation of TMD under typhoon using system identification and inverse wind load estimation", Comput.-Aided Civ. Inf., 27(6), 455-473.
DOI
|
13 |
Kareem, A. and Kline, S. (1995), "Performance of multiple mass dampers under random loading", J. Struct. Eng.-ASCE, 121(2), 348-361.
DOI
|
14 |
Kwok, K.C.S. (1984), "Damping increase in building with tuned mass damper", J. Eng. Mech.-ASCE, 110(11), 1645-1649.
DOI
|
15 |
Li, C. (2000), "Performance of multiple tuned mass dampers for attenuating undesirable oscillators of structures under the ground acceleration", Earthq. Eng. Struct. D., 29(9), 1405-1421.
DOI
|
16 |
Li, C. and Zhu, B. (2006), "Estimating double tuned mass dampers for structures under ground acceleration using a novel optimum criterion", J. Sound Vib., 298(1-2), 280-297.
DOI
|
17 |
Li, Q.S., Zhi, L.H., Tuan, A.Y., Kao, C.S., Su, S.C. and Wu, C.F. (2011), "Dynamic behavior of Taipei 101 tower: field measurement and numerical analysis", J. Struct. Eng.-ASCE, 137(1), 143-155.
DOI
|
18 |
Lin, C.C., Hu, C.M., Wang, J.F. and Hu, R.Y. (1994), "Vibration control effectiveness of passive tuned mass dampers", J. Chin. Inst. Eng., 17(3), 367-376.
DOI
|
19 |
Lin, C.C., Wang, C.E., Wu, H.W. and Wang, J.F. (2005), "On-line building damage assessment based on earthquake records", Smart Mater. Struct., 14(3), 137-153.
DOI
|
20 |
Lin, C.C., Wang, J.F. and Tsai, C.H. (2008), "Dynamic parameter identifications for irregular buildings considering soil-structure interaction effects", Earthq. Spectra, 24(3), 641-666.
DOI
|
21 |
Lin, C.C., Wang, J.F., Lien, C.H., Chiang, H.W. and Lin, C.S. (2010), "Optimum design and experimental study of multiple tuned mass dampers with limited stroke", Earthq. Eng. Struct. D., 39(14), 1631-1651.
DOI
|
22 |
Lin, C.C. and Wang, J.F. (2012), Optimal Design and Practical Considerations of Tuned Mass Dampers for Structural Control, Design Optimization of Active and Passive Structural Control Systems, 126-149, IGI Global, Hershey, PA, USA.
|
23 |
Luft, R.W. (1979), "Optimal tuned mass dampers for buildings", J. Struct. Div.-ASCE, 105(12), 2766-2772.
|
24 |
Marano, G.C. and Quaranta, G. (2009), "Robust optimum criteria for tuned mass dampers in fuzzy environments", Appl. Soft Comput., 9, 1232-1243.
DOI
|
25 |
Marano, G.C., Greco, R. and Chiaia, B. (2010a), "A comparison between different optimization criteria for tuned mass dampers design", J. Sound Vib., 329(23), 4880-4890.
DOI
|
26 |
Marano, G.C., Greco, R. and Sgobba, S. (2010b), "A comparison between different robust optimum design approaches: Application to tuned mass dampers", Probabilist. Eng. Mech., 25(1), 108-118.
DOI
|
27 |
McNamara, R.J. (1977), "Tuned mass dampers for buildings", J. Struct. Div.-ASCE, 103(9), 1785-1798.
|
28 |
Mohtat, A. and Dehghan-Niri, E. (2011), "Generalized framework for robust design of tuned mass damper systems", J. Sound Vib., 330(5), 902-922.
DOI
|
29 |
Oka, S.Y., Song, J. and Park, K.S. (2009), "Development of optimal design formula for bi-tuned mass dampers using multi-objective optimization", J. Sound Vib., 322(1-2), 60-77.
DOI
|
30 |
Ormondroyd, J., and Den Hartog, J.P. (1928), "The theory of the dynamic vibration absorber", J. Appl. Mech. T. Am. Soc. Mech. E., 50, 9-22.
|
31 |
Park, J. and Reed, D. (2001), "Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation", Eng. Struct., 23(7), 802-814.
DOI
|
32 |
Sgobba, S. and Marano, G.C. (2010), "Optimum design of linear tuned mass dampers for structures with nonlinear behavior", Mech. Syst. Signal Pr., 24(6), 1739-1755.
DOI
|
33 |
Shi, W., Shan, J. and Lu, X. (2012), "Modal identification of Shanghai World Financial Center both from free and ambient vibration response", Eng. Struct., 36, 14-26.
DOI
|
34 |
Steinbuch, R. (2011), "Bionic optimisation of the earthquake resistance of high buildings by tuned mass dampers", J. Bionic Eng., 8(3), 335-344.
DOI
|
35 |
Tigli, O.F. (2012), "Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads", J. Sound Vib., 331(13), 3035-3049.
DOI
|
36 |
Ueng, J.M., Lin, C.C. and Wang, J.F. (2008), "Practical design issues of tuned mass dampers for torsionally coupled buildings under earthquake loadings", Struct. Des. Tall Buil., 17(1), 133-165.
DOI
|
37 |
Van Overschee, P. and De Moor, B. (2011), Subspace Identification for Linear Systems: Theory-Implementation-Applications, Springer, New York, NY, USA.
|
38 |
Viguie, R. and Kerschen, G. (2009), "Nonlinear vibration absorber coupled to a nonlinear primary system: A tuning methodology", J. Sound Vib., 326(3-5), 780-793.
DOI
|
39 |
Viguie R. and Kerschen, G. (2010), "On the functional form of a nonlinear vibration absorber", J. Sound Vib., 329(25), 5225-5232.
DOI
|
40 |
Villaverde, R. (1985), "Reduction seismic response with heavily-damped vibration absorbers", Earthq. Eng. Struct. D., 13(1), 33-42.
DOI
|
41 |
Wang J.F. and Lin, C.C. (2005), "Seismic performance of multiple tuned mass dampers for soil-irregular building interaction system", Int. J. Solids Struct., 42, 5536-5554.
DOI
|
42 |
Wang, J.F., Lin, C.C. and Lian, C.H. (2009). "Two-stage optimum design of tuned mass dampers with consideration of stroke", Struct. Control Health., 16(1), 55-72.
DOI
|
43 |
Wang, M., Zan, T., Yang, Y. and Fei, R. (2010), "Design and implementation of nonlinear TMD for chatter suppression: An application in turning processes", Int. J. Mach. Tool. Manu., 50(5), 474-479.
DOI
|
44 |
Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10(3), 381-401.
DOI
|
45 |
Weber, B. and Feltrin, G. (2010), "Assessment of long-term behavior of tuned mass dampers by system identification", Eng. Struct., 32(11), 3670-3682.
DOI
|
46 |
Wirsching, P.H. and Campbell, G.W. (1973), "Minimal structural response under random excitation using the vibration absorber", Earthq. Eng. Struct. D., 2(4), 303-312.
DOI
|
47 |
Xu, K. and Igusa, T. (1992), "Dynamic characteristics of multiple substructures with closely spaced frequencies", Earthq. Eng. Struct. D., 21(12), 1059-1070.
DOI
|
48 |
Yu, H., Gillot, F. and Ichchou, M. (2013), "Reliability based robust design optimization for tuned mass damper in passive vibration control of deterministic/uncertain structures", J. Sound Vib., 332(9), 2222-2238.
DOI
|
49 |
Zilletti, M., Elliott, S.J. and Rustighi, E. (2012), "Optimisation of dynamic vibration absorbers to minimise kinetic energy and maximise internal power dissipation", J. Sound Vib., 331(18), 4093-4100.
DOI
|
50 |
Alexander, N.A. and Schilder, F. (2009), "Exploring the performance of a nonlinear tuned mass damper", J. Sound Vib., 319(1-2), 445-462.
DOI
|
51 |
Almazan, J.L., Espinoza, G. and Aguirre, J.J. (2012), "Torsional balance of asymmetric structures by means of tuned mass dampers", Eng. Struct., 42, 308-328.
DOI
|
52 |
Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Eng. Struct., 33, 2716-2723.
DOI
|
53 |
Bekdas, G. and Nigdeli, S.M. (2013), "Mass ratio factor for optimum tuned mass damper strategies", Int. J. Mech. Sci., 71, 68-84.
DOI
|
54 |
Bakre, S.V. and Jangid, R.S. (2004), "Optimum multiple tuned mass dampers for base-excited damped main system", Int. J. Struct. Stab. Dy., 4(4), 527-542.
DOI
|
55 |
Bisegna, P. and Caruso, G. (2011), "Closed-form formulas for the optimal pole-based design of tuned mass dampers", J. Sound Vib., 331(10), 2291-2314.
DOI
|
56 |
Brock, J.E. (1946), "A note on the damped vibration absorber", J. Appl. Mech. T. Am. Soc. Mech. E., 13, A-284.
|