Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 101
Analytical results are presented . is a a an GOVERNING EQUATIONS AND SOLUTIONS The theory used in this paper is based on Biot's theory which takes into account the compressibility of both the soil skeleton and the water .
Analytical results are presented . is a a an GOVERNING EQUATIONS AND SOLUTIONS The theory used in this paper is based on Biot's theory which takes into account the compressibility of both the soil skeleton and the water .
Page 149
The damping factor for the semisubmersible was normalized with respect to the square of the wave amplitude , and the results are presented with reference to the tanker in Fig . 14. It can be seen in this figure that there are wave ...
The damping factor for the semisubmersible was normalized with respect to the square of the wave amplitude , and the results are presented with reference to the tanker in Fig . 14. It can be seen in this figure that there are wave ...
Page 175
Consequently in the following section presented results will be limited to our predictions based on the eigenfunction expansion technique . Comparison of open sea and tank related prediction of the second order forces for W / D = 5.08 ...
Consequently in the following section presented results will be limited to our predictions based on the eigenfunction expansion technique . Comparison of open sea and tank related prediction of the second order forces for W / D = 5.08 ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height