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 63
... vertical cylinder . All force coefficients reported herein from laboratory testing at OSU may be applicable only to the conditions tested . The maximum R in waves was about 2x105 and the maximum K was about 25. The B factor varied from ...
... vertical cylinder . All force coefficients reported herein from laboratory testing at OSU may be applicable only to the conditions tested . The maximum R in waves was about 2x105 and the maximum K was about 25. The B factor varied from ...
Page 101
... vertical columns are experimentally investigated . a The viscous forces acting on the cylinder having the same cross section as its lowerhull are measured by forced oscillation test . The results demonstrate that the coefficients of in ...
... vertical columns are experimentally investigated . a The viscous forces acting on the cylinder having the same cross section as its lowerhull are measured by forced oscillation test . The results demonstrate that the coefficients of in ...
Page 391
... VERTICAL CYLINDERS ON WAVE SURFACE TOPOGRAPHY. C.-D. Teng , Research Engineer Slotta Engineering Associates , Inc. Corvallis , Oregon J. H. Nath , Professor Emeritus Department of Civil Engineering Oregon State University Corvallis ...
... VERTICAL CYLINDERS ON WAVE SURFACE TOPOGRAPHY. C.-D. Teng , Research Engineer Slotta Engineering Associates , Inc. Corvallis , Oregon J. H. Nath , Professor Emeritus Department of Civil Engineering Oregon State University Corvallis ...
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