1 |
Irvine, H.M. (1991), Cable Structures, Dover Publications, New York
|
2 |
Kim, B.H., Park, T., Shin, H.Y. and Yoon, T.Y. (2007), "A comparative study of the tension estimation methods for cable supported bridges", Int. J. Steel Struct., 7(1), 77-84.
|
3 |
Nam, H. and Nghia, N.T. (2011), "Estimation of cable tension using measured natural frequencies", Proceedings of the 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC), Hong Kong.
|
4 |
Geier, R.G., Roeck, D. and Flesch, R. (2006) "Accurate cable force determination using ambient vibration measurements", Struct. Infrastr. Eng., 2(1), 43-52.
DOI
|
5 |
Marcelo, A.C. and Carlos, A.P. (2008), "Determination of the axial force on stay cables accounting for their bending stiffness and rotational end restraints by free vibration tests", J. Sound Vib., 317(1-2), 127-141.
DOI
ScienceOn
|
6 |
Choi, D.H. and Park, W.S. (2011), "Tension force estimation of extradosed bridge cables oscillating nonlinearly under gravity effects", Int. J. Steel Struct., 11(3), 383-394.
DOI
|
7 |
Ren, W.X., Chen, G. and Hu, W.H. (2005), "Empirical formulas to estimate cable tension by cable fundamental frequency", Struct. Eng. Mech., 20(3), 363-380.
DOI
|
8 |
Mehrabi, A.B. and Tabatabai, H. (1998), "Unified finite difference formulation for free vibration of cables", J. Struct. Eng., ASCE, 124(11), 1313-1322.
DOI
ScienceOn
|
9 |
Wang, R., Gan, Q., Huang, Y. and Ma, H. (2011), "Estimation of tension in cables with intermediate elastic supports using finite-element method", J. Bridge Eng., 16(5), 675-678.
DOI
|
10 |
Fang, Z. and Wang, J. (2012), "Practical formula for cable tension estimation by vibration method", J. Bridge Eng., 17(1), 161-164.
DOI
|
11 |
Chen, C.C., Wu, W.H., Huang, C.H. and Lai, G.> (2013), "Determination of stay CABLE FORCE based on effective vibration length accurately estimated from multiple measurements", Smart Struct. Syst., 11(4), 411-433.
DOI
|
12 |
Kim, B.H. and Park, T. (2007). "Estimation of cable tension force using the frequency-based system identification method", J. Sound Vib., 304(3-5), 660-676.
DOI
ScienceOn
|
13 |
Zhang, P. (2010), "Cable force identification based on corrected numerical resolution of cable frequency functions", Tongji University Master's Degree Thesis.,12-14. (in Chinese)
|
14 |
Zui, H., Shinke, T. and Namita, Y.H. (1996), "Practical formulas for estimation of cable tension by vibration method", J. Struct. Eng., ASCE, 122(6), 651-656.
DOI
ScienceOn
|
15 |
Ricciardi, G. and Saitta, F. (2008), "A continuous vibration analysis model for cables with sag and bending stiffness", Eng. Struct., 30(5), 1459-1472.
DOI
|
16 |
Caetano, E.D.S. (2007). "Cable vibrations in cable-stayed bridges", Vol. 9, IABSE.
|
17 |
Yim, J.S., Wang, M.L., Shin, S.W., Yun, C.B., Jung, H.J., Kim, J.T. and Eem, S.H. (2013), "Field application of elasto-magnetic stress sensors for monitoring of CABLE tension FORCE in CABLE-stayed bridges", Smart Struct. Syst., 12(3), 465-482.
DOI
ScienceOn
|