Experimental study of vibration characteristics of FRP cables based on Long-Gauge strain |
Xia, Qi
(Jiangsu Key Laboratory of Engineering Mechanics, School of Civil Engineering, Southeast University)
Wu, JiaJia (Jiangsu Key Laboratory of Engineering Mechanics, School of Civil Engineering, Southeast University) Zhu, XueWu (Jiangsu Key Laboratory of Engineering Mechanics, School of Civil Engineering, Southeast University) Zhang, Jian (Jiangsu Key Laboratory of Engineering Mechanics, School of Civil Engineering, Southeast University) |
1 | Caetano, E. (2007), Cable Vibrations in Cable-stayed Bridges, IABSE, Zurich, Switzerland |
2 | Li, S.Z. and Wu, Z.S. (2007), "A non-baseline algorithm for damage locating in flexural structures using dynamic distributed macrostrain responses", Earthq. Eng. Struct. Dyn., 36(9), 1109-1125. DOI |
3 | Nabil, F.G. (2000), "Response of CFRP prestressed concrete bridges under static and repeated loadings", PCI J., 15(6), 84-102. |
4 | Ren, W.X., Chen, G. and Hu, W.H. (2005a), "Empirical formulas to determine cable tension using fundamental frequency", Struct. Eng. Mech., 20(3), 363-380. DOI |
5 | Russell, J.C. and Lardner, T.J. (1998), "Experimental determination of frequencies and tension for elastic cables", J. Eng. Mech., 124(10), 1067-1072. DOI |
6 | Upadhyay, A. and Kalyanaraman, V. (2010), "Optimum design of FRP box-girder bridges", Struct. Eng. Mech., 35(5), 539-557. DOI |
7 | Wang, X. and Wu, Z.S. (2010), "Modal damping evaluation of hybrid FRP cable with smart dampers for long-span cable-stayed bridges", Compos. Struct., 93(4), 1231-1238. DOI |
8 | 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. DOI |
9 | Wu, Z., Wang, X. and Wu, G. (2009), "Basalt FRP composite reinforcements in infrastructure", Proceedings of the 17th Annual Int. Conf. on Composites/ Nano Engineering (ICCE-17), International Conference on Composites/ Nano Engineering (ICCE), New Orleans |
10 | Xia, Q., Cheng, Y.Y., Zhang, J. and Zhu, F.Q. (2017), "In-service condition assessment of a long-span suspension bridge using temperature-induced strain data", J. Bridge Eng., 22(3), 04016124 DOI |
11 | Xie, X., Zhang, H. and Shen, Y.G. (2008), "Study on characteristics of modal damping of steel and CRP stay cables", Ene. Mech., 25(3), 151-157. |
12 | Zhang, J., Tian, Y.D., Yang, C.Q., Wu, B.T., Wu, Z.S., Wu, G., Zhang, X. and Zhou, L.M. (2017), "Vibration and deformation monitoring of a long-span rigid-frame bridge with distributed long-gauge sensors", 30(2), B4016014 DOI |
13 | Yamaguchi, H. and Ito, M. (1997), "Mode-dependence of structural damping in cable-stayed bridges", J. Wind Eng. Indus. Aerodyn., 72, 289-300. DOI |
14 | Yang, Y.Q., Wang, X. and Wu, Z.S. (2015), "Experimental study of vibration characteristics of FRP cables for long-span cable-stayed bridges", J. Bridge Eng., 20(4), 04014074. DOI |
15 | Ye, X.W., Dong, C.Z. and Liu, T. (2016), "Force monitoring of steel cables using vision-based sensing technology: methodology and experimental verification", Smart Struct. Syst., 18(3), 585-599. DOI |
16 | Ye, X.W., Su, Y.H. and Han, J.P. (2014), "Structural health monitoring of civil infrastructure using optical fiber sensing technology: a comprehensive review", Scientif. World J., 2014, Article ID 652329, 1-11. |
17 | Zhang, J., Cheng, Y., Xia, Q. and Wu, Z. (2016), "Change localization of a steel-stringer bridge through long-gauge strain measurements", J. Bridge Eng., 21(3), 04015057. DOI |
18 | Yamaguchi, H. and Adhikari, R. (1995), "Energy-based evaluation of modal damping in structural cables with and without damping treatment", J. Sound Vib., 181(1), 71-83. DOI |
19 | Cheng, L.J. and Karbhari, V.M. (2006), "Design approach for a FRP structural formwork based steel-free modular bridge system", Struct. Eng. Mech., 24(5), 561-584. DOI |
20 | Chan, T.H.T., Yu, L., Ni, Y.Q., Liu, S.Y., Chung, W.H. and Cheng, L.K. (2006), "Fiber brag grating sensors for structural health monitoring of Tsing Ma Bridge: background and experimental observation", Eng. Struct., 28(5), 648-584. DOI |
21 | Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, 2nd Editon, McGraw-Hill, New York, NY, USA. |
22 | EI Kady, H.M., Arockiasamy, M., Samaan, S. Bahie-Eldeen, Y., Bakhoum, M.M., and EI Gammal, M.A. (1999), "Damping characteristics of carbon fiber composite cables for application in cable-stayed bridges", Cable-Stayed Bridges-Past, Present and Future, Proceedings of IABSE Conference, Malmo, Sweden, October. |
23 | Fujino, Y. and Susumpow, T. (2007), "An experimental study on active control of in-plane cable vibration by axial support motion", Earthq. Eng. Struct. Dyn., 23(12), 1283-97. DOI |
24 | Irvine, H.M. and Caughey, T.K. (1974), "The linear theory of free vibration of a suspended cable", Proc. R. Soc. London, Ser. A, 3414(1626), 299-315. |
25 | Kim, S., Park, J. and Kim, H. (2017), "Damping identification and serviceability assessment of a cable-stayed bridge based on operational monitoring data", J. Bridge Eng., 22(3), 04016123 DOI |
26 | Li, G.Q., Wei, J.B. and Zhang, K.Y. (2009), "Theoretical and experimental study on cable tension estimation by vibration method accounting for rotational end restraints", J. Build. Struct., 30(5), 220-226. |
27 | Li, H. and Ou, J.P. (2015), "The state of the art in structural health monitoring of cable-stayed bridges", J. Civil Struct. Hlth. Monit., 6(1), 43-67. |