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
The Analysis of Wave Effects on TensionLeg Platforms | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
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added mass amplitude analysis approximately biofouling body boundary breaker breaking waves calculated circular cylinder components computations cylinder damping coefficient diameter diffraction distribution domain drag coefficient drag force dynamic effects evaluated exciting force experimental fluid force coefficients forces acting free surface frequency domain function Green function harmonic Hermite polynomial hindcast hydrodynamic hydrodynamic forces ice mass in-line incident wave inertia integral interaction KC number linear wave theory load lowerhull maximum measured Mechanics and Arctic method Morison equation nondimensional nonlinear obtained Ocean Offshore Mechanics offshore structures oscillation panels parameters platform predicted present ratio Rayleigh distribution regular waves response Reynolds number second order second-order semisubmersible shown in Figure simulation slowdrift solution spectra spectral density spectrum superposition principle surface elevation values velocity potential vibrations vortex shedding w₁ water depth wave drift force wave forces wave height wave period