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 558
The normal curvature of the surface is the curvature of the normal section curve and is given by Lu ? + 2Mu , v , + Nv ,? k = ( 14 ) Eu ? + 2Fu , v , + Gv ? The convention is used that the normal curvature is ...
The normal curvature of the surface is the curvature of the normal section curve and is given by Lu ? + 2Mu , v , + Nv ,? k = ( 14 ) Eu ? + 2Fu , v , + Gv ? The convention is used that the normal curvature is ...
Page 560
When the process is global , the entire shape is regenerated , i.e. in the case of a B - spline curve all control points are recalculated . In the case of a local method , the shape is altered only locally , i.e. in the case of a B ...
When the process is global , the entire shape is regenerated , i.e. in the case of a B - spline curve all control points are recalculated . In the case of a local method , the shape is altered only locally , i.e. in the case of a B ...
Page 200
Iterative Analysis Curve The total number of cycles defines the equivalent AK - level for this method . It is similar to the root mean square calculation , but the fatigue damage exponent is used instead of 2 .
Iterative Analysis Curve The total number of cycles defines the equivalent AK - level for this method . It is similar to the root mean square calculation , but the fatigue damage exponent is used instead of 2 .
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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