Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 166
... approximately : 2. 10-3 [ 2 / d ] 3 It should be noted that these calculations assume that the freeboard of the platform is large enough and the superstructure substantial enough to absorb the momentum of the breaker . As a rough ...
... approximately : 2. 10-3 [ 2 / d ] 3 It should be noted that these calculations assume that the freeboard of the platform is large enough and the superstructure substantial enough to absorb the momentum of the breaker . As a rough ...
Page 231
... approximately 0.5 . From this value a peak oscillatory response of approximately 1.7d was expected ( Ref 1 ) . These The crossflow response of the uniform and tapered cylinders were reduced to dimensionless form using the average ...
... approximately 0.5 . From this value a peak oscillatory response of approximately 1.7d was expected ( Ref 1 ) . These The crossflow response of the uniform and tapered cylinders were reduced to dimensionless form using the average ...
Page 260
... approximately three times this same peak value of S for Fn = 0.35 , and further increases to be approximately comparable to the peak value of S for Sea State 6 for Fn = 0.55 . For the Fn = 0.35 case , Fig . 6d shows that for the thinner ...
... approximately three times this same peak value of S for Fn = 0.35 , and further increases to be approximately comparable to the peak value of S for Sea State 6 for Fn = 0.55 . For the Fn = 0.35 case , Fig . 6d shows that for the thinner ...
Contents
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
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added mass amplitude analysis approximately biofouling body boundary breaker breaking waves calculated circular cylinder component computed cylinder damping coefficient diameter diffraction domain drag coefficient drag force dynamic effects exciting force experimental Figure fluid force coefficients forces acting free surface function Green function harmonic Hermite polynomial hindcast hydrodynamic hydrodynamic forces ice mass in-line incident wave inertia integral interaction irregular Kc number linear wave theory load lowerhull maximum measured Mechanics and Arctic method nondimensional nonlinear obtained Ocean Offshore Mechanics offshore structures oscillation parameters platform predicted present ratio Rayleigh distribution regular waves response Reynolds number second order second-order semi-submersible platform semisubmersible shear flow shown simulation solution spectra spectral density spectrum superposition principle surface elevation surge motion tests values velocity potential vibrations vortex shedding w₁ water depth wave drift damping wave drift force wave forces wave frequency wave height wave period