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 197
... respectively Ho , Lo , Co = wave height , wave length and wave celerity without current respectively Hv , Lv , Cv = wave height , wave length and wave celerity with current respectively V steady uniform current velocity relative wave ...
... respectively Ho , Lo , Co = wave height , wave length and wave celerity without current respectively Hv , Lv , Cv = wave height , wave length and wave celerity with current respectively V steady uniform current velocity relative wave ...
Page 257
... respectively to light breeze , moderate breeze , and gale conditions . CALCULATED WAVE SPECTRA Kelvin Wake Spectra Figures 4 and 5 respectively show detailed and integrated forms of the various Kelvin wake spectra for the FHBL10 hull ...
... respectively to light breeze , moderate breeze , and gale conditions . CALCULATED WAVE SPECTRA Kelvin Wake Spectra Figures 4 and 5 respectively show detailed and integrated forms of the various Kelvin wake spectra for the FHBL10 hull ...
Page 370
... respectively , and by F the stress function for the Introducing the following nota- stress resultants . tions x = 7x , Y = 1/2 = · · ε = the boundary conditions are X = 0 , π ; W = W2x = 0 ( 2.6a ) + √ * * 5 * 27 dy + 2 \ pe + a 3 ...
... respectively , and by F the stress function for the Introducing the following nota- stress resultants . tions x = 7x , Y = 1/2 = · · ε = the boundary conditions are X = 0 , π ; W = W2x = 0 ( 2.6a ) + √ * * 5 * 27 dy + 2 \ pe + a 3 ...
Contents
HYDRODYNAMIC FORCESI | 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 incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase 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