Korean J. Math. Vol. 23 No. 4 (2015) pp.521-536
DOI: https://doi.org/10.11568/kjm.2015.23.4.521

Nonlinear motions in a hanging cable

Main Article Content

Hyeyoung Oh

Abstract

We investigate the nonlinear motions of discrete loaded cable with different periodic forcing. We present the numerical evidence of the nonlinear motions of the cable by solving initial value problems and obtaining the motions after a long time. There appeared to be various types of nonlinear oscillations over a wide range of frequencies and amplitudes for the periodic forcing term.


Article Details

Supporting Agencies

This work was supported by Incheon National University Research Grant in 2015.

References

[1] O.H. Amann, T. von Karman, and G.B. Woodruff, The Failure of the Tacoma Narrows Bridge, Federal Works Agency, 1941. Google Scholar

[2] S.S. Antman, The Equations for Large Vibrations of Strings, American Mathe- matical Monthly, 87 (1980), 359–370. Google Scholar

[3] F. Bleich, C.B. McCullough, R. Rosecrans, and G.S. Vincent, The Mathemati- cal Theory of Suspension Bridges, U. S. Dept. of Commerce, Bureau of Public Roads, 1950. Google Scholar

[4] J.P. Den Hartog, Mechanical Vibration, McGraw-Hill, 1934. Google Scholar

[5] R.W. Dickey, The nonlinear string under a vertical force, SIAM J. Appl. Math. 17 (1969), 172–178 Google Scholar

[6] L.E. Ericsson, Limit Amplitude of Galloping Buff Cylinders, AIAA Journal 22 (1984), 493–497. Google Scholar

[7] J. Glover, A.C. Lazer, and P.J. McKenna, Existence and Stability of Large Scale Nonlinear Oscillations in Suspension Bridges, Journal of Applied Mathematics and Physics(ZAMP) 40 (1989), 172–200. Google Scholar

[8] J.C.R. Hunt and M.D. Rowbottom, Meteorological Conditions Associated with the Full-span Galloping Oscillations of Overhead Transmission Lines, Proc. IEEE, 120 (1973), 874–876. Google Scholar

[9] K.C. Jen, Y.S. Choi, and P.J. McKenna, The Structure of the Solution Set for Periodic Solutions in a Suspension Bridge Model, IMA Journal of Applied Mathematics 47 (1991), 283–306. Google Scholar

[10] A.C. Lazer and P.J. McKenna, Large-Amplitude Periodic Oscillations in Suspension Bridges: Some New Connections with Nonlinear Analysis, SIAM Review 32 (1990), 537–578. Google Scholar

[11] R.K. Mathur, A.H. Shah, P.G.S. Trainor, and N. Popplewell, Dynamics of a Guyed Transmission Tower System, IEEE Transactions on Power Delivery, PWRD-2 (1987), 908–916. Google Scholar

[12] M. Novak, A.G. Davenport, Members, ASCE, and H. Tanaka, Vibration of Towers due to Galloping of Iced Cables, Journal of the Engineering Mechanics Di- vision 2 (1978), 457–473. Google Scholar

[13] Hyeyoung Oh, Motion in a hanging cable with various different periodic forcing, J. Korean Soc. Math. Educ. Ser. B: 21 (4) (2014), 281–293. Google Scholar

[14] A.S. Richardson, Jr. and Steve A. Fox, A Practical Approach to the Prevention of Galloping in Figure-8 Cables, IEEE Transactions on Power Apparatus and Systems, PAS-99 (1980), 823–832. Google Scholar

[15] Two Recent Bridges Stabilized by Cable Stays, Eng. News-Record, Dec. 5, 1940, 752–754. Google Scholar

[16] K. Yusuf Billah, Robert H. Scanlan, Resonance, Tacoma Narrows bridge failure, and undergraduate physics textbooks, Am. J. Phys. 59 (2), Feb 1991. Google Scholar