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 255
ABSTRACT B L total length of the domain L. distance between the upstream boundary and cylinder m = current iteration level a In this work , a numerical technique based on a boundary element method is developed to determine the nonlinear ...
ABSTRACT B L total length of the domain L. distance between the upstream boundary and cylinder m = current iteration level a In this work , a numerical technique based on a boundary element method is developed to determine the nonlinear ...
Page 256
towards the downstream boundary Sci . n represents the normal vector on the boundaries pointing out of the fluid . Sai and SB2 represent the rigid boundary of the cylinder and sea floor , respectively . The free - surface boundary ...
towards the downstream boundary Sci . n represents the normal vector on the boundaries pointing out of the fluid . Sai and SB2 represent the rigid boundary of the cylinder and sea floor , respectively . The free - surface boundary ...
Page 257
With these definitions , along with the introduction of dimensionless variables given by Eq . ( 6 ) , the problem to be solved becomes However , in nonlinear problems involving arbitrarily shaped solid boundaries it can not be used .
With these definitions , along with the introduction of dimensionless variables given by Eq . ( 6 ) , the problem to be solved becomes However , in nonlinear problems involving arbitrarily shaped solid boundaries it can not be used .
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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