Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 617
... mean 0-25- 0.20 0.01 0-02 0.10 0.20 Water depth = 1600 m 1000 m 400m 39mm OD strand coefficient of friction μ = 0 · 12 Mean axial load = 0.42 MN 1-0 2-0 Twist ( 10-3 rad / m ) 20 0 = Water depth ( m ) 200 , 400 , 700 1000 39 mm OD ...
... mean 0-25- 0.20 0.01 0-02 0.10 0.20 Water depth = 1600 m 1000 m 400m 39mm OD strand coefficient of friction μ = 0 · 12 Mean axial load = 0.42 MN 1-0 2-0 Twist ( 10-3 rad / m ) 20 0 = Water depth ( m ) 200 , 400 , 700 1000 39 mm OD ...
Page 617
... mean 0-256 Water depth = 1600 m 0.20+ 1000 m 39 mm OD strand Mean axial load = 0-42 MN W = 0.12 no 引。 U 1400m Energy loss per cycle Maximum elastic energy Twist ( 10-3 rad / m ) 0 104 0 39mm OD strand coefficient of friction N = 0.12 ...
... mean 0-256 Water depth = 1600 m 0.20+ 1000 m 39 mm OD strand Mean axial load = 0-42 MN W = 0.12 no 引。 U 1400m Energy loss per cycle Maximum elastic energy Twist ( 10-3 rad / m ) 0 104 0 39mm OD strand coefficient of friction N = 0.12 ...
Page 208
... Mean and Mean ± 2s Predicted Mean and Mean ± 2s by Engesvik and Moan the previous sections , to define the statistical regularity of notch - root mean stress effects under variable load histories . SA applied mean stress component . m ...
... Mean and Mean ± 2s Predicted Mean and Mean ± 2s by Engesvik and Moan the previous sections , to define the statistical regularity of notch - root mean stress effects under variable load histories . SA applied mean stress component . m ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power