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 277
200 = 0 A ' = -54 ergslug A ' = -18 ergs / ug 120 A ' = -5.4 ergslug A ' = -1.8 ergslug 40 VORTICITY ( -DU / DY ) - -40 At the surface towards which the vortices are rising , we consider three boundary conditions : the traditional fixed ...
200 = 0 A ' = -54 ergslug A ' = -18 ergs / ug 120 A ' = -5.4 ergslug A ' = -1.8 ergslug 40 VORTICITY ( -DU / DY ) - -40 At the surface towards which the vortices are rising , we consider three boundary conditions : the traditional fixed ...
Page 558
The surface curvature maps can be used as indicators of surface fairness . Surface imperfections , like inflection points can be detected using the information of the curvature maps . parametric transformation .
The surface curvature maps can be used as indicators of surface fairness . Surface imperfections , like inflection points can be detected using the information of the curvature maps . parametric transformation .
Page 556
M N n P 90 Q ( 1 ) r ( u , v ) second fundamental form coefficient second fundamental form coefficient surface unit normal reflected point on the surface parametric curve B - spline curv biparametric surface function B - spline curve ...
M N n P 90 Q ( 1 ) r ( u , v ) second fundamental form coefficient second fundamental form coefficient surface unit normal reflected point on the surface parametric curve B - spline curv biparametric surface function B - spline curve ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind