Vibration control of a stay cable with a rotary electromagnetic inertial mass damper |
Wang, Zhi Hao
(International Joint Research Lab for Eco-building Materials and Engineering of Henan Province, North China University of Water Resources and Electric Power)
Xu, Yan Wei (International Joint Research Lab for Eco-building Materials and Engineering of Henan Province, North China University of Water Resources and Electric Power) Gao, Hui (International Joint Research Lab for Eco-building Materials and Engineering of Henan Province, North China University of Water Resources and Electric Power) Chen, Zheng Qing (College of Civil Engineering, Hunan University) Xu, Kai (College of Civil Engineering, Hunan University) Zhao, Shun Bo (International Joint Research Lab for Eco-building Materials and Engineering of Henan Province, North China University of Water Resources and Electric Power) |
1 | Choi, Y.T. and Wereley, N.M. (2006), "Self-powered magnetorheological dampers", J. Vib. Acoust., 131(4), 044501(1-5). https://doi.org/10.1115/1.3142882. DOI |
2 | Christenson, R.E., Spencer, B.F. and Johnson, E.A. (2006), "Experimental verification of smart cable damping", J. Eng. Mech. - ASCE, 132(3), 268-278. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:3(268). DOI |
3 | Duan, Y.F., Ni, Y.Q. and Ko, J.M. (2005), "State-derivative feedback control of cable vibration using semi-active MR damper", Comput. - Aided Civ. Inf., 20(6), 431-449. https://doi.org/10.1111/j.1467-8667.2005.00396.x. DOI |
4 | 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. DOI |
5 | Wang, X.Y., Ni, Y.Q., Ko, J.M., et al. (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. DOI |
6 | Wang, Z.H., Chen, Z.Q., Gao, H., et al. (2018), "Development of a self-powered magnetorheological damper system for cable vibration control", Appl. Sci., 8, 1-17. https://doi.org/10.3390/app8010118. DOI |
7 | Wang, Z.H., Gao, H., Fan, B.Q. and Chen, Z.Q. (2019), "Inertial mass damper for vibration control of cable with sag", J. Low. Freq. Noise V. A., 1-12. |
8 | Weber, F. and Boston, C. (2011), "Clipped viscous damping with negative stiffness for semi-active cable damping", Smart. Mater. Struct., 20(4), 045007. https://doi.org/10.1088/0964-1726/20/4/045007. DOI |
9 | Weber, F. and Distl, H. (2015a) "Amplitude and frequency independent cable damping of Sutong Bridge and Russky Bridge by magnetorheological dampers", Struct. Control Health Monit., 22(2), 237-254. https://doi.org/10.1002/stc.1671. DOI |
10 | Weber, F. and Distl, H. (2015b), "Semi-active damping with negative stiffness for multi-mode cable vibration mitigation: Approximate collocated control solution", Smart Mater. Struct., 24(11), 115015. https://doi.org/10.1088/0964-1726/24/11/115015. DOI |
11 | Xu, Y. L. and Yu, Z. (1998), "Vibration of inclined sag cables with oil dampers in cable stayed bridges", J. Bridge Eng., 3(4), 194-203. https:/doi.org/10.1061/(ASCE)1084-0702(1998)3:4(194). DOI |
12 | Zhu, H.P., Li, Y.M., Shen, W.A. and Zhu, S.Y. (2019), "Mechanical and energy-harvesting model for electromagnetic inertial mass dampers", Mech. Syst. Signal. Pr., 120, 203-220. https://doi.org/10.1016/j.ymssp.2018.10.023. DOI |
13 | Fournier, J.A. and Cheng, S.H. (2014), "Impact of damper stiffness and damper support stiffness on the efficiency of a linear viscous damper in controlling stay cable vibrations", J. Bridge Eng. - ASCE, 19(4), 04013022. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000562. DOI |
14 | Zhu, S.Y., Shen, W.A., Xu, Y.L. and Lee, W.C. (2012), "Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing", Eng. Sturct., 34, 198-212. https://doi.org/10.1016/j.engstruct.2011.09.024. DOI |
15 | Duan, Y.F., Tao, J.J., Zhang, H.M., et al. (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. |
16 | Duan, Y.F., Ni. Y.Q., Zhang, H.M., et al. (2019a), "Design formulas for vibration control of taut cables using passive MR dampers", Smart Struct. Syst., 23(6), (in press). |
17 | Duan, Y.F., Ni, Y.Q., Zhang, H.M., et al. (2019b), "Design formulas for vibration control of sagged cables using passive MR dampers", Smart Struct. Syst., 23(6), (in press). |
18 | Fujino,Y. and Hoang, N. (2008), "Design formulas for damping of a stay cable with a damper", J. Struct. Eng .- ASCE, 134(2), 269-278. https://doi.org/10.1061/(ASCE)07339445(2008)134:2(269). DOI |
19 | Zhou, H.J., Sun, L. and Xing, F. (2014), "Damping of full-scale stay cable with viscous damper: Experimentand analysis", Adv. Struct. Eng., 17(2), 265-274. https://doi.org/10.1260/1369-4332.17.2.265. DOI |
20 | Zhou, P. and Li, H. (2016), "Modeling and control performance of a negative stiffness damper for suppressing stay cable vibrations" , Struct. Control Health Monit., 23(4), 764-782. https://doi.org/10.1002/stc.1809. DOI |
21 | Zhou, H. J., Yang X., Sun, L.M., et al. (2015), "Free vibrations of a two-cable network with near-support dampers and a crosslink", Struct. Control Health Monit., 22(9), 1173-1192. https://doi.org/10.1002/stc.1738. DOI |
22 | Huang, H., Sun, L.M. and Jiang, X. (2012), "Vibration mitigation of stay cable using optimally tuned MR damper", Smart Struct. Syst., 9(1), 35-53. https://doi.org/10.12989/sss.2012.9.1.035. DOI |
23 | Garrido, H., Curadelli, O. and Ambrosini, D. (2013), "Improvement of tuned mass damper by using rotational inertial through tuned viscous mass damper", Eng. Struct., 56(6), 2149-2153. https://doi.org/10.1016/j.engstruct.2013.08.044. DOI |
24 | He, X.H., Cai, C., Wang, Z.J., Jimg, H.Q. and Qin, C.W. (2018), "Experimental verification of the effectiveness of elastic crossties in suppressing wake-induced vibrations of staggered stay cables", Eng. Struct., 167, 151-165. https://doi.org/10.1016/j.engstruct.2018.04.033. DOI |
25 | Hogsberg, J. (2011), "The role of negative stiffness in semi-active control of magneto-rheological dampers", Struct. Control Health Monit., 18(3), 289-304. https://doi.org/10.1002/stc.371. DOI |
26 | Kim, I.H., Jung, H.J. and Koo, J.H. (2010), "Experimental evaluation of a self-powered smart damping system in reducing vibration of a full-scale stay cable", Smart Mater. Struct., 19(11), 115027(1-10). https://doi.org/10.1088/0964-1726/19/11/115027. DOI |
27 | Iemura, H. and Pradono, M.H. (2003), "Application of pseudo negative stiffness control to the benchmark cable-stayed bridges", Struct. Control Health Monit., 10(3-4), 187-203. https://doi.org/10.1002/stc.25. DOI |
28 | Ikago, K., Saito, K. and Inoue, N. (2012), "Seismic control of single-degree-of-freedom structure using tuned viscous mass damper", Earthq. Eng. Struct. D., 41(3), 453-474. https://doi.org/10.1002/eqe.1138. DOI |
29 | Johnson, E.A., Christenson, R.E. and Spencer, B.F. (2003), "Semiactive damping of cables with sag", Comput. - Aided. Civ. Inf., 18(2), 132-146. https://doi.org/10.1111/1467-8667.00305. DOI |
30 | Kovacs, I. (1982), "Zur frage der seilschwingungen und der seildampfung", Bautechnik, 59(10), 325-332. |
31 | Li, H., Liu, M., Li, J.H., Guan, X.C. and Ou, J.P. (2007), "Vibration control of stay cables of Shandong Binzhou Yellow River Highway Bridge by using magnetorheological fluid dampers", J. Bridge Eng. -ASCE, 12(4), 401-409. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:4(401). DOI |
32 | Krenk, S. (2000), "Vibration of a taut cable with an external damper", J. Appl. Mech. - T ASME, 67, 772-776. https://doi.org/10.1115/1.1322037. DOI |
33 | Lazar, I.F, Neild, S.A. and Wagg, D.J. (2016) "Vibration suppression of cables using tuned inerter dampers", Eng. Struct., 122, 62-71. https://doi.org/10.1016/j.engstruct.2016.04.017 DOI |
34 | Li, H., Liu, M. and Ou, J.P. (2008), "Negative stiffness characteristics of active and semi-active control systems for stay cables", Struct. Control Health Monit., 15(2), 120-142. https://doi.org/10.1002/stc.200 DOI |
35 | Ni, Y.Q., Chen, Y., Ko, J.M. and Cao, D.Q. (2002), "Neuro-control of cable vibration using semi-active magnetorheological dampers", Eng. Struct., 24(3), 295-307. https://doi.org/10.1016/S0141-0296(01)00096-7. DOI |
36 | Liu, M., Song, G.B. and Li, H. (2007), "Non-model-based semiactive vibration suppression of stay cables using magnetorheological fluid damper", Smart. Mater. Struct., 16(4), 1447-1452. https://doi.org/10.1088/0964-1726/16/4/059. DOI |
37 | Lu, L., Duan, Y.F., Spencer, B.F., Jr., Lu, X. and Zhou, Y. (2017). "Inertial mass damper for mitigating cable vibration", Struct. Control Health Monit., 24(10), 1-12. https:/doi.org/10.1002/stc.1986. |
38 | Luo, J.N., Jiang. J.Z. and Macdonald J.H.G. (2019), "Cable vibration suppression with inerter-based absorbers", J. Eng. Mech., 145(2), 04018134. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001554. DOI |
39 | Main, J.A. and Jones, N.P. (2002), "Free vibration 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). DOI |
40 | Nakamura, Y., Fukukita, A., Tamura, K., Yamazaki, I., Matsuoka, T. and Sunakoda, K. (2014), "Seismic response control using electromagnetic inertial mass damper", Earthq. Eng. Struct. D., 43(4), 507-527. https://doi.org/10.1002/eqe.2355. DOI |
41 | 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/10.1142/9789812771209_0047. DOI |
42 | 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). DOI |
43 | Shi, X., Zhu, S.Y. and Spencer, B.F. (2017), "Experimental study on passive negative stiffness damper for cable vibration mitigation", J. Eng. Mech. - ASCE, 143(9), 04017070. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001289. DOI |
44 | Palomera-Arias, R., Connor, J.J. and Ochsendorf, J.A. (2008), "Feasibility study of passiveelectromagnetic damping systems", J. Struct. Eng.-ASCE, 134, 164-170. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(164) DOI |
45 | Pradono, M.H., Iemura, H. Igarashi, A., Toyooka, A. and Kalantari, A. (2009), "Passively controlled MR damper in the benchmark structural control problem for seismically excited highway bridge", Struct. Control Health Monit., 16(6), 626-638. https://doi.org/10.1002/stc.341. DOI |
46 | Sapinski, B. (2008), "An experimental electromagnetic induction device for a magnetorheological damper", J. Theor. App. Mech. -POL, 46(4), 933-947. |
47 | Shen, W.A., Zhu, S.Y. and Zhu, H.P. (2016), "Experimental study on using electromagnetic devices on bridge stay cables for simultaneous energy harvesting and vibration damping", Smart Mater. Struct., 25(6), 065011, 17. https://doi.org/10.1088/0964-1726/25/6/065011. DOI |
48 | Shi, X., Zhu, S.Y., Li, J.Y. and Spencer, B.F., Jr. (2016), "Dynamic behavior of stay cables with passive negative stiffness dampers", Smart. Mater. Struct., 25(7), 075044. https://doi.org/10.1088/0964-1726/25/7/075044 DOI |
49 | Shi, X. and Zhu S.Y. (2018), "Dynamic characteristics of stay cables with inerter dampers", J. Sound Vib., 423, 287-305. https://doi.org/10.1016/j.jsv.2018.02.042. DOI |
50 | Sodano, H.A. and Bae, J.S. (2004), "Eddy current damping in structures", Shock Vib. Digest, 36(6), 469-478. https://doi.org/10.1177/0583102404048517. DOI |
51 | Spencer, B.F., Dyke, S.J., Sain, M.K., et al (1997), "Phenomenological model of a magnetorheological damper", J. Eng. Mech. - ASCE, 123(3), 230-238. https://doi.org/10.4271/2006-01-2520. DOI |
52 | Cheng, S.H., Darivandi, N. and Ghrib, F. (2010), "The design of an optimal viscous damper for a bridge stay cable using energybased approach", J. Sound. Vib., 329(22), 4689-4704. https://doi.org/10.1016/j.jsv.2010.05.027. DOI |
53 | Chen, L., Sun L.M. and Nagarajaiah, S. (2015), "Cable with discrete negative stiffness device and viscous damper: passive realization and general characteristics", Smart Struct. Syst., 15(3), 627-643. http://dx.doi.org/10.12989/sss.2015.15.3.627. DOI |
54 | Smith, M.C. (2002), "Synthesis of mechanical networks: the inerter" IEEE T. Automat. Contr., 47(10), 1648-1662. http://dx.doi.org/10.1109/TAC.2002.803532. DOI |
55 | 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/10.1117/12.498072. DOI |
56 | Jung, H.J., Jang, J.E., Choi, K.M. and Lee, H.J. (2008), "MR fluid damper-based smart damping systems for long steel stay cable under wind load", Smart. Struct. Syst., 4(5), 697-710. https://doi.org/10.12989/sss.2008.4.5.697. DOI |
57 | Caracoglia, L. and Jones, N.P. (2007), "Damping of taut-cable systems, two dampers on a single stay", J. Eng. Mech. - ASCE, 133(10), 1050-1060. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:10(1050). DOI |
58 | Ahmad, J., Cheng, S.H. and Ghrib, F. (2018), "Combined effect of external damper and cross-tie on the modal response of hybrid two-cable networks", J. Sound. Vib., 417, 132-148. https://doi.org/10.1016/j.jsv.2017.12.023. DOI |
59 | Cai, C.S., Wu, W.J. and Araujo, M. (2007), "Cable vibration control with a TMD-MR damper system: experimental exploration", J. Struct. Eng. - ASCE, 133(5), 629-637. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(629). DOI |
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