Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 335
EXPERIMENTS The aim of the model test was to measure the frequency
response ... unstretched length, Mc =0.0302 kg/m stiffness, EA =3.847E3 N
equivalent diameter,D =0.00222 m =0.45N pretension of mooring line,T The
experiment was ...
EXPERIMENTS The aim of the model test was to measure the frequency
response ... unstretched length, Mc =0.0302 kg/m stiffness, EA =3.847E3 N
equivalent diameter,D =0.00222 m =0.45N pretension of mooring line,T The
experiment was ...
Page 347
In conjunction with these experiments, numerical simulations of selected tests
were conducted to test the present ability of the KBLDYN computer program to
model buoy responses. This paper considers one particular test from the
experiments ...
In conjunction with these experiments, numerical simulations of selected tests
were conducted to test the present ability of the KBLDYN computer program to
model buoy responses. This paper considers one particular test from the
experiments ...
Page 238
U(es,a, 6) E S A 6 FIG 1: DECISION TREE In general, the decision making
problem is to choose an experiment e from the space of possible experiments E
yielding a random outcomes of possible experiment outcomes S that can be used
by ...
U(es,a, 6) E S A 6 FIG 1: DECISION TREE In general, the decision making
problem is to choose an experiment e from the space of possible experiments E
yielding a random outcomes of possible experiment outcomes S that can be used
by ...
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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