참고문헌
- Aly, A.M. (2014), "Proposed robust tuned mass damper for response mitigation in buildings exposed to multidirectional wind", Struct. Des. Tall Spec. Build., 23(9), 664-691. https://doi.org/10.1002/tal.1068
- Aly, A.M., Zasso, A. and Resta, F. (2011), "On the dynamics of a very slender building under winds: response reduction using MR dampers with lever mechanism", Struct. Des. Tall Spec. Build., 20(5) 539-551. https://doi.org/10.1002/tal.647
- Aly, A.M., Zasso, A. and Resta, F. (2012), "Proposed configurations for the use of smart dampers with bracings in tall buildings", Smart Mater. Res., 2012, 1-16.
- Bakre S.V. and Jangid R.S. (2007), "Optimal parameters of tuned mass damper for damped main system", Struct Control Health Monit, 14(3) 448-470. https://doi.org/10.1002/stc.166
- Bakre, S.V. and Jangid, R.S. (2004), "Optimum multiple tuned mass dampers for base-excited damped main system", Int. J. Struct. Stab. Dynam., 4(4), 527-542. https://doi.org/10.1142/S0219455404001367
- Bekdas, G. and Nigdeli, S.M. (2011), "Estimating optimum parameters of tuned mass dampers using harmony search", Eng. Struct., 33(9), 2716-2723. https://doi.org/10.1016/j.engstruct.2011.05.024
- Bishop, R.E.D. and Welboum, D.B. (1952), "The problem of the dynamic vibration absorber", Engineering (London), 174, 769.
- Brock, J.E. (1946), "A note on the damped vibration absorber", J. Appl. Mech.-ASCE, 13(4), A-284.
- Chang, C.C. (1999), "Mass dampers and their optimal designs for building vibration control", Eng Struct., 21(5), 454-463. https://doi.org/10.1016/S0141-0296(97)00213-7
- Den Hartog J.P. (1947), Mechanical vibrations, 3rd Ed., New York: McGraw-Hill.
- Desu, N.B., Deb, S.K. and Dutta, A. (2006), "Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings", Struct Control Health Monit., 13(5), 897-916. https://doi.org/10.1002/stc.64
- Falcon, K.C., Stone B.J., Simcock, W.D. and Andrew, C. (1967), "Optimization of vibration absorbers: A graphical method for use on idealized systems with restricted damping", J. Mech. Eng. Sci., 9(5), 374-381. https://doi.org/10.1243/JMES_JOUR_1967_009_058_02
- Frahm, H. (1911), Device for damping of bodies. US Patent No: 989,958.
- Guclu, R. and Yazici, H. (2008), "Vibration control of a structure with ATMD against earthquake using fuzzy logic controllers", J. Sound Vib., 318(1) 36-49. https://doi.org/10.1016/j.jsv.2008.03.058
- Hadi, M.N.S. and Arfiadi, Y. (1998), "Optimum design of absorber for MDOF structures", J Struct Eng-ASCE, 124(11), 1272-1280. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1272)
- Hoang, N. and Warnitchai, P. (2005), "Design of multiple tuned mass dampers by using a numerical optimizer", Earthq. Eng. Struct. D., 34(2), 125-144. https://doi.org/10.1002/eqe.413
- Ioi, T. and Ikeda, K. (1978), "On the dynamic vibration damped absorber of the vibration system", Bull. Japanese Soc. Mech. Eng., 21(151), 64-71. https://doi.org/10.1299/jsme1958.21.64
- Kavand, A. and Zahrai, S.M. (2006), "Impact of seismic excitation characteristics on the efficiency of Tuned Liquid Column Dampers (TLCDs)", Earthq. Eng. Eng. Vib., 5(2) 235-243. https://doi.org/10.1007/s11803-006-0639-5
- Lee, C.L., Chen, Y.T., Chung, L.L. and Wang, Y.P. (2006), "Optimal design theories and applications of tuned mass dampers", Eng. Struct., 28(1), 43-53. https://doi.org/10.1016/j.engstruct.2005.06.023
- Leung, A.Y.T. and Zhang, H. (2009), "Particle swarm optimization of tuned mass dampers", Eng. Struct., 31(3), 715-728. https://doi.org/10.1016/j.engstruct.2008.11.017
- Li, C. and Qu, W. (2006), "Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration", Eng. Struct., 28(4), 472-494. https://doi.org/10.1016/j.engstruct.2005.09.003
- Ormondroyd, J. and Den Hartog J.P. (1928), "The theory of dynamic vibration absorber", Transaction of the ASME, 50, 9-22.
- Pourzeynali, S., Lavasani, H.H. and Modarayi, A.H. (2007), "Active control of high rise building structures using fuzzy logic and genetic algorithms", Eng. Struct., 29(3), 346-357. https://doi.org/10.1016/j.engstruct.2006.04.015
- Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20(3), 193-204. https://doi.org/10.1016/S0141-0296(97)00078-3
- Singh, M.P., Singh, S. and Moreschi, L.M. (2002), "Tuned mass dampers for response control of torsional buildings", Earthq. Eng. Struct. D., 31(4), 749-769. https://doi.org/10.1002/eqe.119
- Snowdon, J.C. (1959), "Steady-state behavior of the dynamic absorber", J. Acoust. Soc. Am., 31(8), 1096-1103. https://doi.org/10.1121/1.1907832
- Taylor, D. (2010), "Smart buildings and viscous dampers a design engineer's perspective", Struct. Des. Tall Spec. Build., 19(4) 369-372. https://doi.org/10.1002/tal.621
- Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10(3) 381-401. https://doi.org/10.1002/eqe.4290100304
- Warburton, G.B. and Ayorinde, E.O. (1980), "Optimum absorber parameters for simple systems", Earthq. Eng. Struct. D., 8(3), 197-217. https://doi.org/10.1002/eqe.4290080302
- Zahrai, S.M. and Kavand, A. (2008), "Strong ground motion effects on seismic response reduction by TLCDs", Scientia Iranica., 15(3), 275-285.
피인용 문헌
- On nonlinear perturbation analysis of a structure carrying a circular cylindrical liquid tank under horizontal excitation vol.25, pp.5, 2017, https://doi.org/10.1177/1077546318810072