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 42
... considered as fixed at both ends and the load intensity on the member is taken to vary linearly from one end to the other ( Fig . 3 ) , whether or not it is fully submerged . The fixed end moments and reactions for the trape- zoidal ...
... considered as fixed at both ends and the load intensity on the member is taken to vary linearly from one end to the other ( Fig . 3 ) , whether or not it is fully submerged . The fixed end moments and reactions for the trape- zoidal ...
Page 300
... considered as linear relation since the alongshore breaking wave energy is not varying very much . By using the wave records gained by the ultrasonic wave gauge at 19m depth and the lit- toral drift quantity obtained from long - term ...
... considered as linear relation since the alongshore breaking wave energy is not varying very much . By using the wave records gained by the ultrasonic wave gauge at 19m depth and the lit- toral drift quantity obtained from long - term ...
Page 367
... considered suffi- ciently . In the meantime , the directional spectra of wave as well as the cross - spectra of wave forces have to be considered as well . The mass changed on the top of a platform is usually occured . One has to pay ...
... considered suffi- ciently . In the meantime , the directional spectra of wave as well as the cross - spectra of wave forces have to be considered as well . The mass changed on the top of a platform is usually occured . One has to pay ...
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