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 73
ABSTRAC METHOD FOR ANALYSIS Forces on Slender Members The Mor ison equation for calculating the inline force by both wave and current on unit length of slender oylinder may be expressed as as Based on linear wave theory , The lift force ...
ABSTRAC METHOD FOR ANALYSIS Forces on Slender Members The Mor ison equation for calculating the inline force by both wave and current on unit length of slender oylinder may be expressed as as Based on linear wave theory , The lift force ...
Page 75
So the max i mum resultant force must be represented by Fyn / F . M on а Lift Force Coefficient C and Its Main Frequency Based on Eq . 3 and the statistical calculation of lift force , various lilt force coefficients Cui Cuivo and ...
So the max i mum resultant force must be represented by Fyn / F . M on а Lift Force Coefficient C and Its Main Frequency Based on Eq . 3 and the statistical calculation of lift force , various lilt force coefficients Cui Cuivo and ...
Page 89
0 First of all , the figure indicates that the way in which the lift force varies with respect to time very near the wall differs markedly from that away from the wall . As is seen , the pattern observed for the cases where e / D = 0.05 ...
0 First of all , the figure indicates that the way in which the lift force varies with respect to time very near the wall differs markedly from that away from the wall . As is seen , the pattern observed for the cases where e / D = 0.05 ...
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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