Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 55
THE LIFT FORCES ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE - CURRENT COEXISTING FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Combination of Model Test ...
THE LIFT FORCES ACTING ON A SUBMARINE COMPOSITE PIPELINE IN A WAVE - CURRENT COEXISTING FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Combination of Model Test ...
Page 65
disturbance potential o asr increases , the potential ois satisfies an ordinary Sommerfeld condition and is convergent at far field . From the above discussion , it can be seen that the zeroth order potential satisfies the same boundary ...
disturbance potential o asr increases , the potential ois satisfies an ordinary Sommerfeld condition and is convergent at far field . From the above discussion , it can be seen that the zeroth order potential satisfies the same boundary ...
Page 265
The wave - current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also ...
The wave - current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding costs crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind