참고문헌
- Alhan, C. and Gavin, H. (2004), "A parametric study of linear and non-linear passively damped seismic isolation systems for buildings", Eng. Struct., 26(4), 485-497. https://doi.org/10.1016/j.engstruct.2003.11.004
- Alhan, C. and Surmeli, M. (2011), "Shear building representations of seismically isolated buildings", Bull. Earthq. Eng., 9(5), 1643-1671. https://doi.org/10.1007/s10518-011-9293-z
- Chung, L.L., Wu, L.Y., Huang, H.H., Chang, C.H. and Lien, K.H. (2009), "Optimal design theories of tuned mass dampers with nonlinear viscous damping", Earthq. Eng. Eng. Vib., 8(4), 547-560. https://doi.org/10.1007/s11803-009-9115-3
- De Iuliis, M., Petti, L. and Palazzo, B. (2008), "Effect of tuned mass damper on displacement demand of base-isolated structures", Eng. Struct., 30(12), 3478-3488. https://doi.org/10.1016/j.engstruct.2008.05.027
- Den Hartog, J.P. (1985), Mechanical Vibrations, 4th edition, McGraw-Hill, New York, USA.
- Esteki, K., Bagchi, A. and Sedaghati. R. (2015), "Semi-active control of seismic response of a building using MR fluid-based tuned mass damper", Smart Struct. Syst., 16(5), 807-833. https://doi.org/10.12989/sss.2015.16.5.807
- Ikhouane, F., Manosa, V. and Rodellar, J. (2007), "Dynamic properties of the hysteretic Bouc-Wen model", Syst. Control Lett., 56(3), 197-205. https://doi.org/10.1016/j.sysconle.2006.09.001
- Jennings, P.C. (1968), "Equivalent viscous damping for yielding structures", J. Eng. Mech. Div., 94(1), 103-116.
- Kelly, J.M. (1999), "The role of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 28(1), 3-20. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D
- Kelly, J.M., Leitmann, G. and Soldatos, A.G. (1987), "Robust control of base-isolated structures under earthquake excitation", J. Optimiz. Theory Appl., 53(2), 159-180. https://doi.org/10.1007/BF00939213
- Mahmoud, S., Austrell, P.E. and Jankowski, R. (2012), "Simulation of the response of base-isolated buildings under earthquake excitations considering soil flexibility", Earthq. Eng. Eng. Vib., 11(3), 359-374. https://doi.org/10.1007/s11803-012-0127-z
- Matta, E. (2015), "Seismic effectiveness of tuned mass dampers in a life-cycle cost perspective", Earthq. Struct., 9(1), 73-91. https://doi.org/10.12989/eas.2015.9.1.073
- Mazza, F. and Vulcano, A. (2009), "Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes", J. Earthq. Eng., 13(5), 690-715. https://doi.org/10.1080/13632460802632302
- McKenna, F., Fenves, G.L., Scott, M.H. and Jeremic, B. (2000), Open System for Earthquake Engineering Simulation (OpenSees), Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
- Mirza Hessabi, R. (2017), Application of real-time hybrid simulation method in experimental identification of gyromass dampers, Ph.D. Dissertation, Civil Engineering Department, University of Toronto, Canada.
- Mirza Hessabi, R. and Mercan, O. (2016), "Investigations of the application of gyro-mass dampers with various types of supplemental dampers for vibration control of building structures", Eng. Struct., 126, 174-186. https://doi.org/10.1016/j.engstruct.2016.07.045
- Mirza Hessabi, R., Mercan, O. and Ozturk, B. (2014), "The effects of tuned mass dampers on seismic performance of structures with nonlinear base isolators: a parametric study", Proceedings of the 6th World Conference on Structural Control and Health Monitoring (6WCSCM), Barcelona, Spain, July.
- Pacific Earthquake Engineering Research Center, Regents of the University of California, Berkeley (2015), Next Generation Attenuation Relationships - Strongmotion Database, Berkeley, USA. Retrieved from http://ngawest2.berkeley.edu/.
- Palazzo, B. and Petti, L. (1999), "Combined control strategy: base isolation and tuned mass damping", ISET J. Earthq. Technol., 36(2-4), 121-137.
- Palazzo, B., Petti, L. and de Ligio, M. (1997), "Response of base isolated systems equipped with tuned mass dampers to random excitations", J. Struct. Control, 4(1), 9-22. https://doi.org/10.1002/stc.4300040105
- Petti, L., Giannattasio, G., De Iuliis, M. and Palazzo, B. (2010), "Small scale experimental testing to verify the effectiveness of the base isolation and tuned mass dampers combined control strategy", Smart Struct. Syst., 6(1), 57-72. https://doi.org/10.12989/sss.2010.6.1.057
- Politopoulos, I. (2008), "A review of adverse effects of damping in seismic isolation", Earthq. Eng. Struct. Dyn., 37(3), 447-465. https://doi.org/10.1002/eqe.763
- Ribakov, Y. (2010), "Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers", Earthq. Eng. Eng. Vib., 9(1), 113-122. https://doi.org/10.1007/s11803-010-9059-7
- Sinha, S.C. and Li, G. (1994), "Optimal design of base-isolated structure with dynamic absorbers", J. Eng. Mech., 120(2), 221-231. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:2(221)
- Taniguchi, T., Der Kiureghian, A. and Melkumyan, M. (2008), "Effect of tuned mass damper on displacement demand of baseisolated structures", Eng. Struct., 30(12), 3478-3488. https://doi.org/10.1016/j.engstruct.2008.05.027
- Tsai, H. (1995), "The effect of tuned-mass dampers on the seismic response of base-isolated structures", Int. J. Solid. Struct., 32(8-9), 1195-1210. https://doi.org/10.1016/0020-7683(94)00150-U
- Tsai, H-C. and Lin, G-C. (1993), "Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems", Earthq. Eng. Struct. Dyn., 22(11), 957-973. https://doi.org/10.1002/eqe.4290221104
- Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech., 102(2), 249-263.
- Worden, K. and Tomlinson, G.R. (2001), Nonlinearity in Structural Dynamics: Detection, Identification and Modeling, Institute of Physics Publishing, Bristol, Philadelphia, USA.
- Xiang, P. and Nishitani, A. (2014), "Optimum design for more effective tuned mass damper system and its application to baseisolated buildings", Struct. Control Hlth. Monit., 21(1), 98-114. https://doi.org/10.1002/stc.1556
- Yang, J.N., Danielians, A. and Liu, S.C. (1990), "Aseismic hybrid control system for building structures under strong earthquake", J. Intel. Mater. Syst. Struct., 1(4), 432-446. https://doi.org/10.1177/1045389X9000100405
- Zhang, R. and Phillips, B.M. (2015), "Performance and protection of base-isolated structures under blast loading", J. Eng. Mech., 04015063.
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- Seismic response control of base‐isolated buildings using multiple tuned mass dampers vol.28, pp.3, 2019, https://doi.org/10.1002/tal.1576
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- Seismic behavior of MSCSS based on story drift and failure path vol.18, pp.8, 2017, https://doi.org/10.1590/1679-78256787
- Closed‐form design formulae for seismically isolated structure with a damping enhanced inerter system vol.28, pp.12, 2017, https://doi.org/10.1002/stc.2840
- Direct displacement-based design approach for isolated structures equipped with supplemental fluid viscous damper vol.45, pp.None, 2017, https://doi.org/10.1016/j.jobe.2021.103684