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 164
Therefore a pressure averaging period is chosen as an integer multiple of the M2 period . For these simulations chose averaging periods of 3 and 6 days . Pressure Records we Το Our pressure gauges provide a 0.3 second average pressure ...
Therefore a pressure averaging period is chosen as an integer multiple of the M2 period . For these simulations chose averaging periods of 3 and 6 days . Pressure Records we Το Our pressure gauges provide a 0.3 second average pressure ...
Page 165
on PRESSURE SAPLING PROCEDURE 10 sec Pressure samples <# .- > TIME 1 1 2 3 4 5 6 7 8 9 1 1 10 1 1 RANKED PRESSURES Discarded Discarded AVERAGE PRESSURE A ( 100 SEC ) A1 A2 A3 -A17 A12 sea HALF MOUR AVERAGE ( IAP ) was Figure 8 . the ...
on PRESSURE SAPLING PROCEDURE 10 sec Pressure samples <# .- > TIME 1 1 2 3 4 5 6 7 8 9 1 1 10 1 1 RANKED PRESSURES Discarded Discarded AVERAGE PRESSURE A ( 100 SEC ) A1 A2 A3 -A17 A12 sea HALF MOUR AVERAGE ( IAP ) was Figure 8 . the ...
Page 166
averages for pressure of a preferably be information . interpretation . The average 6 or 10 day record should used to derive subsidence ACTUAL AND COMPARISON OF INTERPRETATIONS THEORETICAL differences . The initial averaging period of ...
averages for pressure of a preferably be information . interpretation . The average 6 or 10 day record should used to derive subsidence ACTUAL AND COMPARISON OF INTERPRETATIONS THEORETICAL differences . The initial averaging period of ...
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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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Common terms and phrases
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