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 42
... considered as fixed at both ends and the load intensity on the member is taken to vary linearly from one end to the other ( Fig . 3 ) , whether or not it is fully submerged . The fixed end moments and reactions for the trape- zoidal ...
... considered as fixed at both ends and the load intensity on the member is taken to vary linearly from one end to the other ( Fig . 3 ) , whether or not it is fully submerged . The fixed end moments and reactions for the trape- zoidal ...
Page 245
... considered are a simple helical strake , and the axial rod cage suggested by Dr M.M.Zdravkovich of Salford University . The axial rod cage shows excellent vortex suppression characteristics . 1.0 INTRODUCTION Vortex Shedding has been ...
... considered are a simple helical strake , and the axial rod cage suggested by Dr M.M.Zdravkovich of Salford University . The axial rod cage shows excellent vortex suppression characteristics . 1.0 INTRODUCTION Vortex Shedding has been ...
Page 367
... considered suffi- ciently . In the meantime , the directional spectra of wave as well as the cross - spectra of wave forces have to be considered as well . The mass changed on the top of a platform is usually occured . One has to pay ...
... considered suffi- ciently . In the meantime , the directional spectra of wave as well as the cross - spectra of wave forces have to be considered as well . The mass changed on the top of a platform is usually occured . One has to pay ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid 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 platform position 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 wave drift wave forces wave height wind