Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 139
Dependences of waveheight , wave Their way cannot allow the model motion of wave frequency , motion amplitude and motion frequency frequency nor it cannot be applied to a barge or on both damping and added are examined . stream line ...
Dependences of waveheight , wave Their way cannot allow the model motion of wave frequency , motion amplitude and motion frequency frequency nor it cannot be applied to a barge or on both damping and added are examined . stream line ...
Page 147
ABSTRACT Šw : wave 5w : wave height of regular wave group pidensity of water wicircular frequency of wave motion Wm : mean value of circular frequencies wi and w2 wo : natural frequency due to mooring spring W1 , W2 : component circular ...
ABSTRACT Šw : wave 5w : wave height of regular wave group pidensity of water wicircular frequency of wave motion Wm : mean value of circular frequencies wi and w2 wo : natural frequency due to mooring spring W1 , W2 : component circular ...
Page 314
7 Facets subdivision of underwater part of ss vessel used for calculations XecL LOW FREQUENCY MOTION IN BICHROMATIC WAVES 25,52 SURGE CALC . --- AMPLITUDE EXP . A oscillatory part A steady part 100X = 45.0 deg .
7 Facets subdivision of underwater part of ss vessel used for calculations XecL LOW FREQUENCY MOTION IN BICHROMATIC WAVES 25,52 SURGE CALC . --- AMPLITUDE EXP . A oscillatory part A steady part 100X = 45.0 deg .
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Copyright | |
31 other sections not shown
Other editions - View all
Common terms and phrases
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