References
- Abdel-Rohman M. (1994), "Design of tuned mass dampers for suppression of galloping in tall prismatic structures", J. Sound Vib., 171(3), 289-299. https://doi.org/10.1006/jsvi.1994.1121
- Ayorinde E.O. and Warburton G.B. (1980), "Minimising structural vibrations with absorbers", Earthquake Engng. Struct. Dyn., 8, 219-236. https://doi.org/10.1002/eqe.4290080303
- Bapat V.A. and Kumaraswamy H.V. (1979), "Effect of primary system damping on the optimum design of an untuned viscous dynamic vibration absorber" , J. Sound Vib., 63, 469-474. https://doi.org/10.1016/0022-460X(79)90822-8
- Borino G. and Muscolino G. (1986), "Mode superposition methods in dynamic analysis of classically and non-classically damped linear systems" , Earthquake Engng. Struct. Dyn., 14, 705-717. https://doi.org/10.1002/eqe.4290140503
- Brock J.E. (1946), "A note on the damped vibration absorber", J. Appl. Mech. ASME, 13, A-284.
- Crandall S.H. and Mark W.D. (1963), Random Vibration in Mechanical Systems, Academic Press, New York.
- Curtis J.A. and Boykin T.R. (1961), "Response of two-degree-of freedom systems to white noise base excitation" , J. Acoust. Soc. Amer., 33, 655-663. https://doi.org/10.1121/1.1908754
- Den Hartog J.P. (1940), Mechanical Vibrations, McGraw-Hill, New York.
- Falcon K.C., Stone B.J., Simcock W.D. and Andrew C. (1967), "Optimisation of vibration absorbers: a graphical method for use on idealised systems with restricted damping", J. Mech. Engng. Sci., 9, 374-381. https://doi.org/10.1243/JMES_JOUR_1967_009_058_02
- Fujino Y., Warnitchai P. and Ito M. (1985), "Suppression of galloping of bridge tower using tuned mass damper", J. Fac. Engng. U. of Tokyo, 38, 49-73.
- Gupta Y.P. and Chandrasekaran A.R. (1969), "Absorber system for earthquake excitation", Proc. 4th World Conf. Earthquake Engng., Santiago, Chile.
- Jacquot R.G. and Hoppe D.L. (1973), "Optimal random vibration absorbers", J. Engng. Mech. ASCE, 99, 612-621.
- Jacquot R.G. (1978), "Optimal dynamic vibration absorbers for general beam systems" , J. Sound Vib., 60, 535-542. https://doi.org/10.1016/S0022-460X(78)80090-X
- Kaynia A.M., Veneziano D. and Biggs J. (1981) "Seismic effectiveness of tuned mass dampers", J. Struct. Eng. ASCE, 107, 1465-1484.
- Luft R.W. (1979), "Optimal tuned mass dampers for buildings", J. Struct. Engng. ASCE, 105, 2766- 2772.
- McNamara R.J. (1977), "Tuned mass dampers for buildings", J. Struct. Engng. ASCE, 103, 1785-1798.
- Neubert V.H. (1964), "Dynamic absorbers applied to a bar that has solid damping", J. Acoust. Soc. Amer., 36, 673-670. https://doi.org/10.1121/1.1919039
- Occhiuzzi A. and Ricciardelli F. (1996), "L'effetto degli smorzatori a massa accordata sulla risposta delle strutture allungate all'azione del vento" , Proc. 4th Italian Nat. Conf. Wind Engng., Trieste.
- Ormondroyd J. and Den Hartog J.P. (1928), "The theory of the dynamic vibration absorber", J. Appl. Mech. ASME, 50.
- Ricciardelli F. (1996), "Risposta delle torri di ponti di grande luce all'azione del vento" , Ph.D. thesis, Universita' di Napoli Federico II, Napoli, Italy.
- Samali B., Yang J.N., Yeh C.T. (1985), "Control of the lateral-torsional motion of wind-excited buildings", J. Engng, Mech. ASCE, 111, 777-796. https://doi.org/10.1061/(ASCE)0733-9399(1985)111:6(777)
- Sladek J.R. and Klinger RE. (1983), "Effect of tuned mass damper on seismic response", J. Struct. Engng. ASCE, 109, 2004-2009. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(2004)
- Snowdon J.C. (1959), "Steady-state behaviour of the dynamic absorber", J. Acoust. Soc. Amer., 31, 1096-1103. https://doi.org/10.1121/1.1907832
- Snowdon J.C. (1966), Vibration of cantilevers to which dynamic absorbers are attached", J. Acoust. Soc. Amer., 39, 878-886. https://doi.org/10.1121/1.1909966
- Solari G. (1994), "Gust excited-vibrations" Wind-excited Vibrations of Structures H. Sockel ed., Springer-Verlag.
- Srinivasan A.V. (1969), "Analysis of parallel damped dynamic vibration absorbers", J. of Engng. for Industry ASME, 91, 282-287. https://doi.org/10.1115/1.3591545
- Tsai H.C. and Lin G.C. (1993), "Optimum tuned-mass dampers for minimizing the steady-state response of support-excited and damped systems" , Earthquake Engng. Struct. Dyn., 22, 957-973. https://doi.org/10.1002/eqe.4290221104
- Vickery B.J. (1993), "Across-wind loading on reinforced concrete chimneys of circular cross-section" , BLWT-4-1993, The Boundary Layer Wind Tunnel Laboratory, Faculty of Engineering Science, The University of Western Ontario, London, Canada.
- Warburton G.B. and Ayorinde E.O. (1980), "Optimum absorber parameters for simple systems", Earthquake Engng. Struct. Dyn., 8, 197-217. https://doi.org/10.1002/eqe.4290080302
- Wirsching P.H. and Campbell G.W. (1974), "Minimal structural response under random excitation using the vibration absorber" , Earthquake Engng. Struct. Dyn., 2, 303-312.
- Xu Y.L., Kwok K.C.S. and Samali B. (1992a), "Control of wind-induced tall building vibration by tuned mass dampers," J. Wind Engng. Ind. Aero., 40, 1-32. https://doi.org/10.1016/0167-6105(92)90518-F
- Xu Y.L., Kwok K.C.S. and Samali B. (1992b), "The effect of tuned mass dampers and liquid dampers on cross-wind response of tall/slender structures" , J. Wind Engng. Ind. Aero., 40, 33-54. https://doi.org/10.1016/0167-6105(92)90519-G
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