Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 136
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated wave forces without a circulation shown in Figure 16 in over - estimated at the moment of large wave amplitude .
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated wave forces without a circulation shown in Figure 16 in over - estimated at the moment of large wave amplitude .
Page 136
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated forces without a circulation shown in Figure 16 in over - estimated at the moment of large wave amplitude . The estimated wave forces ...
An example of estimated wave forces in the manner described above is shown in Figure 15. The estimated forces without a circulation shown in Figure 16 in over - estimated at the moment of large wave amplitude . The estimated wave forces ...
Page 244
for the damage estimates due to this uncertainty is found to be of order 10 % . ... Parameters ascerRESULTS Systematic Deviation Between Fatigue Damage Estimated by Linear and Nonlinear Methods a Fatigue damage is first estimated by the ...
for the damage estimates due to this uncertainty is found to be of order 10 % . ... Parameters ascerRESULTS Systematic Deviation Between Fatigue Damage Estimated by Linear and Nonlinear Methods a Fatigue damage is first estimated by the ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind