Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 171
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The
compliant tower type of offshore platform is a bottom-fixed structure that is
basically the same as the traditional steel "Fixed Platform." However, the
compliant tower is ...
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The
compliant tower type of offshore platform is a bottom-fixed structure that is
basically the same as the traditional steel "Fixed Platform." However, the
compliant tower is ...
Page 39
The risk contribution from each relevant "lane" is calculated and added together
to get the total risk to the platform. The probability that a vessel in vessels
category j in size category k in traffic group 1 travelling in lane i is on a collision
course at ...
The risk contribution from each relevant "lane" is calculated and added together
to get the total risk to the platform. The probability that a vessel in vessels
category j in size category k in traffic group 1 travelling in lane i is on a collision
course at ...
Page 192
Platforms were selected for this reassessment based on the ratio of overturning
moment determined from the original design criteria to that associated with
current criteria. Consideration was also given to the importance of the platform
based ...
Platforms were selected for this reassessment based on the ratio of overturning
moment determined from the original design criteria to that associated with
current criteria. Consideration was also given to the importance of the platform
based ...
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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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Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind