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
... energy trans- portation and relative rate of wave energy transportation velocity respe- ctively Hb , Lb = broken wave height and broken wave length respectively INTRODUCTION The combination of waves and currents is a general phenomena ...
... energy trans- portation and relative rate of wave energy transportation velocity respe- ctively Hb , Lb = broken wave height and broken wave length respectively INTRODUCTION The combination of waves and currents is a general phenomena ...
Page 271
... energy f wave energy in unit column of water loss in unit column water during wave propagation friction fator g gravity acceleration k wave number Mo Q SS UUYTErebt 3 ω zero order moment of wave spectrum wave energy loss 7 transfer ...
... energy f wave energy in unit column of water loss in unit column water during wave propagation friction fator g gravity acceleration k wave number Mo Q SS UUYTErebt 3 ω zero order moment of wave spectrum wave energy loss 7 transfer ...
Page 415
... energy dissipation In this case , local elasto - plastic deformation is used to absorb energy input by earthquake . In the structure design , some certain structural components are appointed as energy dissipation elements which can ...
... energy dissipation In this case , local elasto - plastic deformation is used to absorb energy input by earthquake . In the structure design , some certain structural components are appointed as energy dissipation elements which can ...
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 |
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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