참고문헌
- Fediw, A.A., Isyumov, N. and Vickery, B.J. (1995), "Performance of a tuned sloshing water damper", J. Wind Eng. Ind. Aerod. , 57(2-3), 237-247. https://doi.org/10.1016/0167-6105(94)00107-O
- Y. and Sun, L.M. (1993), "Vibration control by multiple tuned liquid dampers (MTLDs)", J. Struct. Eng. - ASCE, 119(12), 3482-3502. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3482)
- Hansen, R.J., Reed, J.W. and Vanmarcke, E.H. (1973), "Human response to wind-induced motion of buildings", J. Struct. Div., 99(7), 1589-1605.
- Isyumov, N. (1994), "Criteria for acceptable wind-induced motions", Proceedings of the 12th ASCE Structures Congress, Atlanta.
- Kareem, A. (1990), "Reduction of wind induced motion utilizing a tuned sloshing damper", J. Wind Eng. Ind. Aerod., 36, 725-737. https://doi.org/10.1016/0167-6105(90)90070-S
- Koh, C.G., Mahatma, S. and Wang, C.M. (1995). "Reduction of structural vibrations by multiple-mode liquid dampers", Eng. Struct., 17(2), 122-128. https://doi.org/10.1016/0141-0296(95)92643-M
- Lam, K.M. and Li, A. (2009), "Mode shape correction for wind-induced dynamic responses of tall buildings using time-domain computation and wind tunnel tests", J. Sound Vib. , 322(4-5), 740-755. https://doi.org/10.1016/j.jsv.2008.11.049
- Li, H.N., Jia, Y. and Wang, S.Y. (2004), "Theoretical and experimental studies on reduction for multi-modal seismic responses of high-rise structures by tuned liquid dampers", J. Vib.Control, 10(7), 1041-1056. https://doi.org/10.1177/1077546304036921
- Li, Q.S., Xiao, Y.Q., Fu, J.Y. and Li, Z.N. (2007), "Full-scale measurements of wind effects on the Jin Mao building", J. Wind Eng. Ind. Aerod. , 95(6), 445-466. https://doi.org/10.1016/j.jweia.2006.09.002
- Lieblein, J. (1974), Efficient methods of extreme-value methodology, Report No. NBSIR 74-602, Institute for Applied Technology, Department of Commerce. Washington, D.C., National Bureau of Standards.
- Modi, V.J., Welt, F. and Irani, M.B. (1990), "On the suppression of vibrations using nutation dampers", J. Wind Eng. Ind. Aerod. , 33(1-2), 273-282. https://doi.org/10.1016/0167-6105(90)90043-C
- Pagnini, L.C. and Solari, G. (1998), "Serviceability criteria for wind-induced acceleration and damping uncertainties", J. Wind Eng. Ind. Aerod. , 74-76, 1067-1078. https://doi.org/10.1016/S0167-6105(98)00098-1
- Rahman, M. (2007), The Use of Tuned Liquid Dampers to Enhance the Seismic Performance of Concrete Rigid Frame Buildings, Ph. D. Thesis. London, Ontario, Canada: The University of Western Ontario.
- Reed, D., Yeh, H., Yu, J. and Gardarsson, S. (1998), "Tuned liquid dampers under large amplitude excitation", J. Wind Eng. Ind. Aerod. , 74-76, 923-930. https://doi.org/10.1016/S0167-6105(98)00084-1
- 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
- Sun, L.M. and Fujino, Y. (1994), "A semi-analytical model for tuned liquid damper (TLD) with wave breaking", J. Fluid. Struct., 8(5), 471-488. https://doi.org/10.1006/jfls.1994.1023
- Sun, L.M., Fujino, Y., Chaiseri, P. and Pacheco, B.M. (1995), "The properties of tuned liquid dampers using a TMD analogy", Earthq. Eng. Struct. D., 24(7), 967-976. https://doi.org/10.1002/eqe.4290240704
- Tait, M.J., El Damatty, A.A. and Isyumov, N. (2004a), "Testing of tuned liquid damper with screens and development of equivalent TMD analogy", Wind Struct. , 7(4), 215-234. https://doi.org/10.12989/was.2004.7.4.215
- Tait, M.J., Isyumov, N. and El Damatty, A.A. (2004b), "The efficiency and robustness of a uni-directional tuned liquid damper and modelling with an equivalent TMD", Wind Struct., 7(4), 235-250. https://doi.org/10.12989/was.2004.7.4.235
- Tait, M.J., El Damatty, A.A., Isyumov, N. and Siddique, M.R. (2005a), "Numerical flow models to simulate tuned liquid dampers (TLD) with slat screens", J. Fluid. Struct., 20(8), 1007-1023. https://doi.org/10.1016/j.jfluidstructs.2005.04.004
- Tait, M.J., El Damatty, A.A. and Isyumov, N. (2005b), "An investigation of tuned liquid dampers equipped with damping screens under 2D excitation", Earthq. Eng. Struct. D., 34, 719-735. https://doi.org/10.1002/eqe.452
- Tait, M.J., Isyumov, N. and El Damatty, A.A. (2007), "Effectiveness of a 2D TLD and its numerical modeling", J. Struct. Eng. - ASCE, 133(2), 251-263. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:2(251)
- Tait, M.J. (2008a), "Modelling and preliminary design of a structure-TLD system", Eng. Struct., 30(10), 2644-2655. https://doi.org/10.1016/j.engstruct.2008.02.017
- Tait, M.J., Isyumov, N. and El Damatty, A.A. (2008b), "Performance of tuned liquid dampers", J. Eng. Mech. - ASCE, 134(5), 417-427. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:5(417)
- Tamura, Y., Kohsaka, R., Nakamura, O., Miyashita, K.I. and Modi, V.J. (1996), "Wind-induced responses of an airport tower - efficiency of tuned liquid damper", J. Wind Eng. Ind. Aerod. , 65(1-3), 121-131. https://doi.org/10.1016/S0167-6105(97)00028-7
- Tschanz, T. (1982), The Base Balance Measurement Technique and Applications to Dynamic Wind Loading of Structures, Ph.D. Thesis. London, Ontario, Canada: The University of Western Ontario.
- Tse, K.T., Kwok, K.C., Hitchcock, P.A., Samali, B. and Huang, M.F. (2007), "Vibration control of a wind-excited benchmark tall building with complex lateral-torsional modes of vibration", Adv. Struct, Eng., 10(3), 283-304. https://doi.org/10.1260/136943307781422208
- Tse, K.T., Hitchcock, P.A. and Kwok, K.C. (2009), "Mode shape linearization for HFBB analysis of wind-excited complex", Eng. Struct. , 31(3), 675-685. https://doi.org/10.1016/j.engstruct.2008.11.012
- 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 Special Build., 17, 133-165. https://doi.org/10.1002/tal.336
- Warnitchai, P. and Pinkaew, T. (1998), "Modelling of liquid sloshing in rectangular tanks with flow-dampening devices", Eng. Struct., 20(7), 593-600. https://doi.org/10.1016/S0141-0296(97)00068-0
- Xu, Y.L., Kwok, K.C. and Samali, B. (1992), "Torsion resopnse and vibration suppression of wind-excited buildings", J. Wind Eng. Ind. Aerod. , 41-44, 1997-2008.
- Yip, D.Y. (1995). Wind-Induced Dynamic Response of Tall Buildings with Coupled 3D Modes of Vibration, Ph.D. Thesis, Auckland, New Zealand: University of Auckland.
- Yip, D.Y. and Flay, R.G. (1995), "A new force balance data analysis method for wind response predictions of tall buildings", J. Wind Eng. Ind. Aerod. , 54-55, 457-471. https://doi.org/10.1016/0167-6105(94)00059-M
- Zhou, Y., Gu, M. and Xiang, H. (1999b), "Along-wind static equivalent wind loads and responses of tall buildings. Part II: effects of mode shapes", J. Wind Eng. Ind. Aerod., 79, 151-158. https://doi.org/10.1016/S0167-6105(97)00298-5
피인용 문헌
- Numerical simulation of tuned liquid tank- structure systems through σ-transformation based fluid-structure coupled solver vol.23, pp.5, 2016, https://doi.org/10.12989/was.2016.23.5.421
- Experimental and numerical analysis of energy dissipation in a sloshing absorber vol.68, 2017, https://doi.org/10.1016/j.jfluidstructs.2016.11.020
- Frequency-independent hysteretic dampers for mitigating wind-induced vibrations of tall buildings pp.15452255, 2019, https://doi.org/10.1002/stc.2341
- Seismic control of structures using sloped bottom tuned liquid dampers vol.64, pp.2, 2017, https://doi.org/10.12989/sem.2017.64.2.233
- Life-cycle-cost optimization for the wind load design of tall buildings equipped with TMDs vol.30, pp.4, 2015, https://doi.org/10.12989/was.2020.30.4.379
- TMD effectiveness for steel high-rise building subjected to wind or earthquake including soil-structure interaction vol.30, pp.4, 2015, https://doi.org/10.12989/was.2020.30.4.423
- Vibration attenuation in wind turbines: A proposed robust pendulum pounding TMD vol.233, pp.None, 2015, https://doi.org/10.1016/j.engstruct.2021.111891
- Tuned Sloshing Dampers in Tall Buildings: A Practical Performance-Based Design Approach vol.26, pp.3, 2015, https://doi.org/10.1061/(asce)sc.1943-5576.0000582