과제정보
연구 과제 주관 기관 : National Natural Science Foundation of China, Ministry of Science and Technology of China, Council of the Hong Kong Special Administrative Region, The Hong Kong Polytechnic University
참고문헌
- Butz, T. and von Stryk, O. (2002), "Modelling and simulation of electro- and magnetorheological fluid dampers", ZAMM-Zeitschrift fur Angewandte Mathematik und Mechanik, 82(1), 3-20. https://doi.org/10.1002/1521-4001(200201)82:1<3::AIDZAMM3>3.0.CO;2-O.
- Chen, Z.H., Lam, K.H. and Ni, Y.Q. (2016), "Enhanced damping for bridge cables using a self-sensing MR damper", Smart Mater. Struct., 25(8), 085019. https://doi.org/10.1088/0964-1726/25/8/085019
- Chen, Z.Q., Wang, X.Y., Ko, J.M., Ni, Y.Q., Spencer, B.F., Jr., Yang, G. and Hu, J.H. (2004), "MR damping system for mitigating wind-rain induced vibration on Dongting Lake Cable-Stayed Bridge", Wind Struct., 7(5), 293-304. http://dx.doi.org/10.12989/was.2004.7.5.293.
- Duan, Y.F. (2004), Vibration Control of Stay Cables Using Semiactive Magneto-rheological (MR) Dampers, PhD thesis, Hong Kong: Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong.
- Duan, Y.F., Ni, Y.Q. and Ko, J.M. (2006), "Cable vibration control using Magneto-rheological (MR) dampers", J. Intel. Mat. Syst. Str., 17(4), 321-325. https://doi.org/10.1142/9789812702197_0121.
- Duan, Y.F., Ni, Y.Q. and Ko, J.M. (2005), "State-derivative feedback control of cable vibration using semiactive magnetorheological dampers", Comput.-Aided Civil Infrastruct. Eng., 20, 431-449. https://doi.org/10.1111/j.1467-8667.2005.00396.x.
- Duan, Y.F., Ni, Y.Q., Zhang, H.M., Spencer, B.F., Jr., Ko, J.M. and Dong S.H. (2019), "Design formulas for vibration control of sagged cables using passive MR dampers", Smart Struct. Syst., Accepted.
- Duan, Y.F., Tao, J.J., Zhang, H.M., Wang, S.M. and Yun C.B. (2018), "Real-time hybrid simulation based on vector form intrinsic finite element and field programmable gate array", Struct. Control Health Monit., 26(1), e2277;https://doi.org/10.1002/stc.2277.
- Guan, X.C., Huang Y., Li, H. and Ou, J.P. (2012), "Adaptive MR damper cable control system based on piezoelectric power harvesting", Smart Struct. Syst., 10(1), 33-46. https://doi.org/10.12989/sss.2012.10.1.033.
- Hikami, Y. and Shiraishi, N. (1988), "Rain-wind induced vibrations of cables in cable stayed bridges", J. Wind Eng. Ind. Aerod., 29, 409-418. https://doi.org/10.1016/0167-6105(88)90179-1
- Huang, H.W., Liu, J.Y. and Sun, L.M. (2015), "Full-scale experimental verification on the vibration control of stay cable using optimally tuned MR damper", Smart Struct. Syst., 16(6), 1003-1021. https://doi.org/10.12989/sss.2015.16.6.1003.
- Huang, H.W., Sun, L.M and Jiang X.L. (2012), "Vibration mitigation of stay cable using optimally tuned MR damper", Smart Struct. Syst., 9(1), 35-53. http://dx.doi.org/10.12989/sss.2012.9.1.035.
- Huang, Z.H. and Jones N.P. (2011), "Damping of taut-cable systems: effects of linear elastic spring support", J. Eng. Mech., 137(7), 512-518. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000252.
- Irwin, P.A. (1997), "Wind vibrations of cables on cable-stayed bridges", (Eds., Kempner, L. Jr., and Brown, C.B.), editors. Building to Last Structures Congress: Proceedings of the 15th Structures Congress, New York: American Society of Civil Engineers, 383-387.
- Johnson, E.A., Baker, G.A., Spencer Jr. B.F. and Fujino, Y. (2007), "Semiactive damping of stay cables", J. Eng. Mech. - ASCE, 133, 1-11. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:1(1).
- Johnson, E.A., Christenson, R.E. and Spencer, Jr. B.F. (2003), "Semiactive damping of cables with sag", Comput. - Aided Civil Infrastruct. Eng., 18(2), 132-146. https://doi.org/10.1111/1467-8667.00305.
- Johnson, E.A., Spencer, Jr. B.F. and Fujino, Y. (1999), "Semiactive damping of stay cables: a preliminary study", Proceedings of the 17th International Modal Analysis Conference, Society for Experimental Mechanics, 417-423.
- Jung, H.J., Spencer, Jr. B.F., Ni, Y.Q. and Lee, I.W. (2004), "Stateof-the-art of semiactive control systems using MR fluid dampers in civil engineering applications", Struct. Eng. Mech., 17, 493-526. http://dx.doi.org/10.12989/sem.2004.17.3_4.493.
- Kim, I.H., Jung, H.J. and Koo J.H. (2010), "Experimental evaluation of a self-powered smart damping system in reducing vibrations of a full-scale stay cable", Smart Mater. Struct., 19(11), 11527.
- Ko, J.M., Ni, Y.Q., Chen, Z.Q. and Spencer, Jr. B.F. (2003), "Implementation of MR dampers to Dongting Lake Bridge for cable vibration mitigation", In: Casciati F, editor. Proceedings of the 3rd World Conference on Structural Control, Chichester, England: John Wiley & Sons, 777-786.
- Kovacs, I. (1982), "Zur Frage der seilschwingungen und der seildampfung", Die Bautechnik, 10, 325-332, (in German).
- Krenk, S. (2004), "Complex modes and frequencies in damped structural vibrations", J. Sound Vib., 270(4-5), 981-996. https://doi.org/10.1016/S0022-460X(03)00768-5.
- Krenk, S. (2000), "Vibrations of a taut cable with an external damper", J. Appl. Mech. - ASME, 67(4), 772-776. doi:10.1115/1.1322037.
- Krenk, S. and Hogsberg, J.R. (2005), "Damping of cables by a transverse force", J. Eng. Mech. - ASCE, 131, 340-348. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:4(340).
- Krenk, S. and Nielsen, S.R.K. (2002), "Vibrations of a shallow cable with a viscous damper", Proceedings of the Royal Society of London, Series A, 458, 339-357. https://doi.org/10.1098/rspa.2001.0879
- Li, H., Liu, M., Li, J.H., Guan, X.C. and Ou, J.P. (2007), "Vibration control of stay cables of the Shandong Binzhou Yellow River Highway Bridge using Magnetorheological fluid dampers", J. Bridge Eng., 12(4), 401-409. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:4(401).
- Lu, L. and Duan, Y.F., Spencer, B.F. Jr., Lu, X.L. and Zhou, Y. (2017), "Inertial mass damper for mitigating cable vibration", Structural Control Health Monit., 24, e1986, doi:10.1002/stc.1986.
- Main, J.A. and Jones, N.P. (2001), "Evaluation of viscous dampers for stay-cable vibration mitigation", J. Bridge Eng. - ASCE, 6(6), 385-397. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:6(385).
- Main, J.A. and Jones, N.P. (2002a), "Free vibrations of taut cable with attached damper. I: linear viscous damper", J. Eng. Mech. - ASCE, 128(10), 1062-1071. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1062).
- Main, J.A. and Jones, N.P. (2002b), "Free vibrations of taut cable with attached damper. II: Nonlinear damper", J. Eng. Mech. - ASCE, 128(10), 1072-1081. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1072).
- Matsumoto, M., Saitoh, T., Kitazawa, M., Shirato, H. and Nishizaki, T. (1995), "Response characteristics of rain-wind induced vibration of stay-cables of cable- stayed bridges", J. Wind Eng. Ind. Aerod., 57(2-3), 323-333. https://doi.org/10.1016/0167-6105(95)00010-O.
- Matsumoto, M., Shiraishi, N. and Shirato, H. (1992), "Rain-wind induced vibration of cables of cable-stayed bridges", J. Wind Eng. Ind. Aerod., 41-44, 2011-22. https://doi.org/10.1016/0167-6105(92)90628-N.
- Miyata, T. (1991), "Design considerations for wind effects on long-span cable-stayed bridges", (Eds., Ito, M., Fujino, Y., Miyata, T., Narita, N.), Cable-Stayed Bridges: Recent Developments and their Future, Amsterdam: Elsevier, 235-256.
- Ni, Y.Q., Chen, Y., Ko, J.M. and Cao, D.Q. (2002), "Neuro-control of cable vibration using semi-active magneto-rheological dampers", Eng. Struct., 24(3), 295-307. https://doi.org/10.1016/S0141-0296(01)00096-7.
- Ni, Y.Q., Wang, X.Y., Chen, Z.Q. and Ko, J.M. (2007), "Field observations of rain-wind-induced cable vibration in cablestayed Dongting Lake Bridge", J. Wind Eng. Ind. Aerod., 95(5), 303-328. https://doi.org/10.1016/j.jweia.2006.07.001.
- Or, S.W., Duan, Y.F., Ni, Y.Q., Chen, Z.H. and Lam, K.H. (2008), "Development of Magnetorheological dampers with embedded piezoelectric force sensors for structural vibration control", J. Intel. Mat. Syst. Str., 19 (11), 1327-1338. https://doi.org/10.1177/1045389X07085673.
- Ou, J.P. (2003), "Some recent advances of intelligent health monitoring systems for civil infrastructures in mainland China", (Eds., Wu, Z.S. and Abe, M.), Structural Health Monitoring and Intelligent Infrastructure, Netherlands: Balkema, 131-144.
- Pacheco, B.M. and Fujino, Y. (1993), "Keeping cables calm", ASCE Civil Eng., 63(10), 56-58.
- Pacheco, B.M., Fujino, Y. and Sulekh, A. (1993), "Estimation curve for modal damping in stay cables with viscous damper", J. Struct. Eng.- ASCE, 119, 1961-1979. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:6(1961)
- Persoon, A.J. and Noorlander, K. (1999), "Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations", (Eds., Larsen, A., Larose, G.L. and Livesey, F.M.), Wind Engineering into the 21st Century. Rotterdam: Balkema, 1019-1926.
- Poston, R.W. (1998), "Cable-stay conundrum", ASCE Civil Eng., 68(8), 58-61.
- Powell, J.A. (1994), "Modeling the oscillatory response of an electrorheological fluid", Smart Mater. Struct., 3(4), 416-438. https://doi.org/10.1088/0964-1726/3/4/005
- Spencer, Jr. B.F., Dyke, S.J., Sain, M.K. and Carlson, J.D. (1997), "Phenomenological model for magnetorheological dampers", J. Eng. Mech. - ASCE, 123(3), 230-238. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:3(230).
- Sulekh, A. (1990), Non-Dimensionalized Curves for Modal Damping in Stay Cables with Viscous Dampers, Master thesis, Japan: Department of Civil Engineering, University of Tokyo.
- Tanaka, H. (2003), "Aerodynamics of cables", Proceedings of the 5th International Symposium on Cable Dynamics. Belgium: AIM, 11-25.
- Takano, H., Ogasawara, M., Ito, N., Shimosato, T., Takeda, K. and Murakami, T. (1997), "Vibrational damper for cables of the Tsurumi Tsubasa Bridge", J. Wind Eng. Ind. Aerod., 69-71, 807-818. https://doi.org/10.1016/S0167-6105(97)00207-9.
- Verwiebe, C. (1998), "Rain-wind-induced vibrations of cables and bars", (Eds., Larsen, A. and Esdahl, S.), Bridge Aerodynamics: Proceedings of the International Symposium on Advances in Bridge Aerodynamics. Rotterdam: Balkema, 255-263.
- Virlogeux, M. (1998), "Cable vibrations in cable-stayed bridges", (Eds., Larsen, A. and Esdahl, S.), Bridge aerodynamics: Proceedings of the International Symposium on Advances in Bridge Aerodynamics. Rotterdam: Balkema, 213-233.
- Wang, Z.H., Chen, Z.H., Gao, H. and Wang, H. (2018), "Development of a self-powered magnetorheological damper system for cable vibration control", Appl. Sci. -Basel, 8(1), 118. https://doi.org/10.3390/app8010118.
- Wang, Z.H, Xu, Y.W., Gao, H., Chen, Z.Q., Xu, K. and Zhao S.B. (2019), "Vibration control of a stay cable with a rotary electromagnetic inertial mass damper", Smart Struct. Syst., Accepted.
- Wang, W., Hua, X. and Wang X. (2019), "Mechanical behavior of magnetorheological dampers after long-term operation in a cable vibration control system", Struct. Control Health Monit., 26(1), e2280. https://doi.org/10.1002/stc.2280.
- Wang, X.Y., Ni, Y.Q., Ko, J.M. and Chen, Z.Q. (2005), "Optimal design of viscous dampers for multi-mode vibration control of bridge cables", Eng. Struct., 27(5), 792-800. https://doi.org/10.1016/j.engstruct.2004.12.013.
- Watson, S.C. and Stafford, D. (1988), "Cables in trouble", ASCE Civil Eng., 58(4), 138-141.
- Weber, F., Bhowmik, S. and Hogsberg, J. (2014), "Extended neural network-based scheme for real-time force tracking with magnetorheological dampers", Struct. Control Health Monit., 21(2), 225-247. https://doi.org/10.1002/stc.1569.
- Weber, F. and Boston, C. (2010), "Energy based optimization of viscous-friction dampers on cables", Smart Mater. Struct., 19(4), 045025. https://doi.org/10.1088/0964-1726/19/4/045025
- Weber, F., Distl, H. and Feltrin, G. (2009), "Cycle energy control of magnetorheological dampers on cables", Smart Mater. Struct., 18(1), 015005. https://doi.org/10.1088/0964-1726/18/1/015005
- Wu, W.J. and Cai, C.S. (2010), "Cable vibration control with a semiactive MR damper-numerical simulation and experimental verification", Struct. Eng. Mech., 34(5), 611-623. https://doi.org/10.12989/sem.2010.34.5.611.
- Xu, Y.L. and Zhou, H.J. (2007), "Damping cable vibration for a cable-stayed bridge using adjustable fluid dampers", J. Sound Vib., 306(1-2), 349-360. https://doi.org/10.1016/j.jsv.2007.05.032
- Yamada, H. (1997), "Control of wind-induced cable vibrations from a viewpoint of the wind resistant design of cable-stayed bridges", Proceedings of International Seminar on Cable Dynamics. Tokyo: Japan Association for Wind Engineering, 129-138.
- Yamaguchi, H. and Fujino, Y. (1998), "Stayed cable dynamics and its vibration control. In: Larsen A., Esdahl S, editors", Bridge aerodynamics: Proceedings of the International Symposium on Advances in Bridge Aerodynamics. Rotterdam: Balkema, 235-253.
- Zhao, M. and Zhu, W.Q. (2011), "Stochastic optimal semi-active control of stay cables by using magneto-rheological damper", J. Vib. Control, 17(13), 1921-1929. https://doi.org/10.1177/1077546310371263.
- Zhou, H.J., Huang X.J., Xiang N., He J.W., Sun, L.M. and Xing, F. (2018), "Free vibration of a taut cable with a damper and a concentrated mass", Struct. Control Health Monit., 25(11), 1-21. https://doi.org/10.1002/stc.2251.
- Zhou, H.J., Xiang, N. and Huang, X. (2018), "Full-scale test of dampers for stay cable vibration mitigation and improvement measures", Struct. Monit. Maint., 5(4), 489-506. https://doi.org/10.12989/smm.2018.5.4.489.
- Zhou, H.J. and Sun, L.M. (2013), "Damping of stay cable with passive-on magnetorheological dampers: a full-scale test", Int. J. Civil Eng., 11(3), 154-159.
- Zhou, H.J., Sun, L.M. and Xing, F. (2014), "Damping of full-scale stay cable with viscous damper: experiment and analysis", Adv. Struct. Eng., 17(2), 265-274. https://doi.org/10.1260/1369-4332.17.2.265.