Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 39
Hence the peak values of measured spectra vere nondinensionalized by H1-32 / fp and plotted versus Te ( period of spectrur peak ) in Fig.4.10 . The nondinensionalized peak values of ISSC type , B - M type and Noninal - JONSWAP type ( 7 ...
Hence the peak values of measured spectra vere nondinensionalized by H1-32 / fp and plotted versus Te ( period of spectrur peak ) in Fig.4.10 . The nondinensionalized peak values of ISSC type , B - M type and Noninal - JONSWAP type ( 7 ...
Page 128
The peak value of the frequency of the force spectrum remains unchanged for all spacings tested in two cylinder array ( s / D = 16 ) and in three cylinder array for all spacings tested ( s / D = 6,3 ) . Three cylinder array : In the ...
The peak value of the frequency of the force spectrum remains unchanged for all spacings tested in two cylinder array ( s / D = 16 ) and in three cylinder array for all spacings tested ( s / D = 6,3 ) . Three cylinder array : In the ...
Page 265
In this figure , the values on the horizontal axis is the exponent of directional spectrum ( 28 ) , and the peak period of power spectrum is 1.3 sec , the significant wave height is about 5.5 cm and the value of of JONSWAP spectrum is ...
In this figure , the values on the horizontal axis is the exponent of directional spectrum ( 28 ) , and the peak period of power spectrum is 1.3 sec , the significant wave height is about 5.5 cm and the value of of JONSWAP spectrum is ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height