Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 146
The admittance function decreases at higher frequencies. The extreme tower
responses were derived using the highest peak responses in half cycles of the
time-history responses and were based on two levels of probabilities of
exceedance ...
The admittance function decreases at higher frequencies. The extreme tower
responses were derived using the highest peak responses in half cycles of the
time-history responses and were based on two levels of probabilities of
exceedance ...
Page 175
It must be pointed out that the subject tower is a first iteration design without any
particular attempts at optimization. Several of the unique characteristics that are
believed to be significant in the mild environment tower are already evident here
...
It must be pointed out that the subject tower is a first iteration design without any
particular attempts at optimization. Several of the unique characteristics that are
believed to be significant in the mild environment tower are already evident here
...
Page 301
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT - The
nonlinear dynamic response of an articulated loading tower under the action of
random sea waves is carried out by using nonlinear spectral analysis. The study
...
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT - The
nonlinear dynamic response of an articulated loading tower under the action of
random sea waves is carried out by using nonlinear spectral analysis. The study
...
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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