Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 257
ACTIVE.CONTROL OF ELASTIC RESPONSE AND RIGID BODY MOTION OF
THREE DIMENSIONAL UNDERWATER STRUCTURE Hideyuki Suzuki, Koichiro
Yoshida, and Keisuke Watanabe Department of Naval Architecture and Ocean ...
ACTIVE.CONTROL OF ELASTIC RESPONSE AND RIGID BODY MOTION OF
THREE DIMENSIONAL UNDERWATER STRUCTURE Hideyuki Suzuki, Koichiro
Yoshida, and Keisuke Watanabe Department of Naval Architecture and Ocean ...
Page 25
effects of plant components, structure and its details, and the level and heat sink
effects of the sea are also accounted for. The thermal analysis is transient and as
such the output is a full record of the temperatures in each member of the ...
effects of plant components, structure and its details, and the level and heat sink
effects of the sea are also accounted for. The thermal analysis is transient and as
such the output is a full record of the temperatures in each member of the ...
Page 369
For offshore structures in general, the uncertainties in the prediction of wave
forces are greater than the variability in ... The annual distribution of the extreme
load on the structure may be represented by FL = FL annual (Z Z (3) where Z.-....
is a ...
For offshore structures in general, the uncertainties in the prediction of wave
forces are greater than the variability in ... The annual distribution of the extreme
load on the structure may be represented by FL = FL annual (Z Z (3) where Z.-....
is a ...
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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