Abstract
A possible mooring line suspension system for a large vessel is shown in Figure 13.1. Consider the longitudinal motion of this ship in a harbor basin under a simple harmonic disturbing force F(t) = F cos ωt. This disturbing force, which is caused by the harbor waves impinging on the ship’s hull, often has a frequency ω which is close to the natural frequency of oscillation of the water within the harbor basin. This problem is also discussed by Wilson (1951) and Abramson (1955). In reality, neither ω or the force amplitude F are constant; ω may cover a spectrum of frequencies; and both may vary with time. In the following analysis, however, the motion of the ship in the direction of F(t) only is considered, where ω and F are constant. In addition, it is assumed that the composite effect of all seven mooring lines on ship’s motion is essentially the same as that for just two equivalent horizontal lines, as shown in Figure 13.2. It will be shown that these assumptions lead to a nonlinear differential equation of motion which is a special form of the more general one derived by Wilson (1951).
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References
Abramson, H. N., and Wilson, B. W. (1955). “A Further Analysis of Moored Vessels to Sea Oscillations,” Second Midwestern Conference of Solid Mechanics, p. 236.
O’Brien, J. T., and Muga, B. J. (1964). “Sea Tests on a Spread-Moored Landing Graft,” Proceedings of 8th Conference on Coastal Engineering, Lisbon, Portugal.
Stoker, J. J. (1950). Nonlinear Vibrations in Mechanical and Electrical Systems, Interscience Publishers, Inc., New York.
Wilson, B. W. (1951). “Ship Response to Range Action in Harbor Basins,” ASCE Transactions, Vol. 116, p. 1129.
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© 1970 Plenum Press, New York
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Muga, B.J., Wilson, J.F. (1970). Nonlinear Response of a Moored Ship to Sea Oscillations. In: Dynamic Analysis of Ocean Structures. Ocean Technology. Springer, Boston, MA. https://doi.org/10.1007/978-1-4684-1848-4_13
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DOI: https://doi.org/10.1007/978-1-4684-1848-4_13
Publisher Name: Springer, Boston, MA
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