Acknowledgement
Supported by : National Science Council of Republic of China
References
- Chen, C.C., Wu, W.H., Liu, S.Y. and Lai, G.L. (2009), "The effects of rubber constraints on the effective vibration length of a stay cable", Proceedings of the 2009 Conference on Computer Applications in Civil and Hydraulic Engineering, Hsinchu, September.
- Clough, R.W. and Penzien, J. (1993), Dynamics of structures, McGraw-Hill, New York, NY.
- Cunha, A., Caetano, E. and Delgado, R. (2001), "Dynamic tests on large cable-stayed bridge", J. Bridge Eng. -ASCE, 6(1), 54-62. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:1(54)
- Duan, Y.F., Zhang, R., Zhao, Y., Or, S.W., Fan, K.Q. and Tang, Z.K. (2011), "Smart Elasto-Magneto-Electric (EME) sensors for stress monitoring of steel structures in railway infrastructures", J. Zhejiang University (Science A), 12(12), 895-901. https://doi.org/10.1631/jzus.A11GT007
- Duan, Y.F., Zhang, R., Zhao, Y., Or, S.W., Fan, K.Q. and Tang, Z.K. (2012), "Steel stress monitoring sensors based on elasto-magnetic effect and using magneto-electric laminated composites", J. Appl. Phys., 111(7), 07E516/1-07E516/3.
- Fabo, P., Jarosevic, A. and Chandogam. B. (2002), "Health monitoring of steel cables using the elasto-magnetic method", Proceedings of the ASME International Mechanical Engineering Congress and Exposition, New Orleans, November.
- Fang, I.K., Chen, C.R. and Chang, I.S. (2004), "Field static load test on Kao-Ping-Hsi Cable-stayed Bridge", J. Bridge Eng.-ASCE, 9(6), 531-540. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:6(531)
- Gautier, Y., Moretti, O. and Cremona, C. (2005), "Universal curves for practical estimation of cable tension by frequency measurement", Proceedings of the International Conference on Experimental Vibration Analysis for Civil Engineering Structures, Bordeaux, October.
- Geier, R., De Roeck, G. and Flesch, R. (2006), "Accurate cable force determination using ambient vibration measurements", Struct. Infrastruct. E., 2(1), 43-52. https://doi.org/10.1080/15732470500253123
- Geradin, M. and Rixen, D. (1997), Mechanical vibrations, theory and application to structural dynamics, John Wiley, Chichester, NY.
- Ko, J.M. and Ni, Y.Q. (2005), "Technology developments in structural health monitoring of large-scale bridges", Eng. Struct., 27(12), 1715-1725. https://doi.org/10.1016/j.engstruct.2005.02.021
- Lee, Z.K., Chen, C.C., Loh, C.H., Chang, K.C. and Lin, P.Y. (2005), "Cable force analysis with the constraint by guide-pipe vibration measurement by wireless sensing technology", Proceedings of the 18th KKCNN Symposium on Civil Engineering, Kaohsiung, December.
- Lee, Z.K., Chen, C.C., Chou, C.C. and Chang, K.C. (2006), "Analysis of ambient vibration signals of stay cables based on a finite element approach", J. Chinese Institute of Civil and Hydraulic Engineering, 18(2), 279-288.
- Li, D.S., Zhou, Z. and Ou, J.P. (2011), "Development and sensing properties study of FRP-FBG smart stay cable for bridge health monitoring applications", Measurement, 44(4), 722-729. https://doi.org/10.1016/j.measurement.2011.01.005
- Li, H., Ou, J. and Zhou, Z. (2009), "Applications of optical fibre Bragg gratings sensing technology-based smart stay cables", Optics Lasers Eng.,47(10), 1077-1084. https://doi.org/10.1016/j.optlaseng.2009.04.016
- Liu, L., Chen, W.M., Zhang, P., Wu, J. and Liu, H. (2011), "An embedded strain sensor in anchor zone for bridge cable tension measurement based on FBG", Proceedings of the SPIE - The International Society for Optical Engineering, Beijing, November.
- Mebrabi, A.B. and Tabatabai, H. (1998), "Unified finite difference formulation for free vibration of cables", J. Struct. Eng.-ASCE, 124(11)), 1313-1322. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1313)
- Morse, P. and Ingard, K. (1987), Theoretical Acoustics, First Princeton University Press, Princeton, NJ.
- Ni, Y.Q., Zheng, G., and Ko, J.M. (2002), "Dynamic monitoring of bridge cables for condition assessment", Proceedings of the 2nd International Conference on Advances in Structural Engineering and Mechanics, Busan, August.
- Rebelo, C., Julio, E., Varum, H. and Costa, A. (2010), "Cable tensioning control and modal identification of a circular cable-stayed footbridge", Experimental Techniques, 34(4), 62-68.
- Ren, W.X., Liu, H.L. and Chen, G. (2008), "Determination of cable tensions based on frequency differences", Eng. Comput., 25(2), 172-189. https://doi.org/10.1108/02644400810855977
- Russell, J.C. and Lardner, T.J. (1998), "Experimental determination of frequencies and tension for elastic cables", J. Eng. Mech.-ASCE, 124(10), 1067-1072. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:10(1067)
- Wang, G. and Wang, M.L. (2004), "The utilities of U-shape EM sensors in stress monitoring", Struct. Eng. Mech., 17(3-4), 291-302. https://doi.org/10.12989/sem.2004.17.3_4.291
- Wang, G., Wang, M.L., Zhao, Y., Chen, Y. and Sun, B. (2005), "Application of EM stress sensors in large steel cables", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
- Wu, W.H., Chen, C.C., Liu, C.Y. and Lai, G.L. (2008), "Analysis of ambient vibration signal of shorter stay cables from stressing to service stages", Proceedings of the 4th European Workshop on Structural Health Monitoring, Krakow, July.
- Yen, W.H.P., Mehrabi, A.B. and Tabatabai, H. (1997), "Estimation of stay cable tension using a non-destructive vibration technique", Proceedings of the 15th Structures Congress, ASCE, Portland, April.
- Zhao, Y. and Wang, M.L. (2008), "Fast EM stress sensors for large steel cables", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
- Zheng, G., Ko, J.M. and Ni, Y.Q. (2001), "Multimode-based evaluation of cable tension force in cable-supported bridges", Proceedings of the SPIE - The International Society for Optical Engineering, San Diego, March.
- Zui, H., Shinke, T. and Namita, Y. (1996), "Practical formula for estimation of cable tension by vibration method", J. Struct. Eng.-ASCE, 122(6), 651-656. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:6(651)
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