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 127
... velocity of the ice gradually approaches that of the freestream current . If waves are present and are colinear with the current , then the ice mass will reach an equilibrium velocity greater than the freestream current speed under the ...
... velocity of the ice gradually approaches that of the freestream current . If waves are present and are colinear with the current , then the ice mass will reach an equilibrium velocity greater than the freestream current speed under the ...
Page 205
... velocity was taken as the free stream velocity at the anti - node of vibration , then the response of the structure could be described by the usual reduced velocity instability regime . It is suggested that for mode shapes with more ...
... velocity was taken as the free stream velocity at the anti - node of vibration , then the response of the structure could be described by the usual reduced velocity instability regime . It is suggested that for mode shapes with more ...
Page 401
... velocity components are calculated . NUMERICAL SCHEME The main effort of numerical computation is to determine the unknowns , An by solving the complex matrix Eq . ( 9 ) . With the increase of the number of cylinders , Eq . ( 9 ) become ...
... velocity components are calculated . NUMERICAL SCHEME The main effort of numerical computation is to determine the unknowns , An by solving the complex matrix Eq . ( 9 ) . With the increase of the number of cylinders , Eq . ( 9 ) become ...
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