Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 166
( .4 ) , ds / bs ( .5 ) , tano ( -25 ) and GM / d ( .15 ) , the ratio of these capsizing moments becomes approximately : • 10-3102,13 It should be noted that these calculations assume that the freeboard of the platform is large enough ...
( .4 ) , ds / bs ( .5 ) , tano ( -25 ) and GM / d ( .15 ) , the ratio of these capsizing moments becomes approximately : • 10-3102,13 It should be noted that these calculations assume that the freeboard of the platform is large enough ...
Page 231
Hz Uniform Tapered 1 Step 2 Step 1.2 1.5 1.7 1.75 0.25 0.26 0.25 0.27 Indeed it would appear that the peak amplitudes obtained from the stepped cylinders are approximately fractional multiples of the peak amplitudes for the uniform ...
Hz Uniform Tapered 1 Step 2 Step 1.2 1.5 1.7 1.75 0.25 0.26 0.25 0.27 Indeed it would appear that the peak amplitudes obtained from the stepped cylinders are approximately fractional multiples of the peak amplitudes for the uniform ...
Page 260
6d shows that for the thinner FHBL07 hull , the peak value of P has decreased to approximately equal the peak value of S for Sea State 4 , while for the thicker FHBL15 hull , the peak value of P has increased to be nearly equal to the ...
6d shows that for the thinner FHBL07 hull , the peak value of P has decreased to approximately equal the peak value of S for Sea State 4 , while for the thicker FHBL15 hull , the peak value of P has increased to be nearly equal to the ...
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Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind