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 73
Such a technique has been developed by Kim ( 1991 ) and Lee et al . ( 1991 ) who computed the second - order sum - frequency loads on the ISSC TLP . Techniques aimed at improving the efficiency by which converged first- and second ...
Such a technique has been developed by Kim ( 1991 ) and Lee et al . ( 1991 ) who computed the second - order sum - frequency loads on the ISSC TLP . Techniques aimed at improving the efficiency by which converged first- and second ...
Page 183
Platform costs account for up to 70 % of this cost or approximately 33 % of the cost of a development . ... lines of constant reserves per well ( i.e. , reserve size divided by well count equals reserves per well ) were developed .
Platform costs account for up to 70 % of this cost or approximately 33 % of the cost of a development . ... lines of constant reserves per well ( i.e. , reserve size divided by well count equals reserves per well ) were developed .
Page 477
THE DEVELOPMENT OF LOW COST JACK - UP INSTALLABLE PLATFORMS John Węgter Ramboll , Hannemann & Hojlund A / S Esbjerg ... and therefore not should be designed according to regulations developed for conventional manned platforms .
THE DEVELOPMENT OF LOW COST JACK - UP INSTALLABLE PLATFORMS John Węgter Ramboll , Hannemann & Hojlund A / S Esbjerg ... and therefore not should be designed according to regulations developed for conventional manned platforms .
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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