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
INLINE FORCES ON VERTICAL PILE IN IRREGULAR WAVES Yu. Table 4 . Test Name ca Comments C. Comments Reference m 1.33 Wave Projects I and II 1.0+ to .6 at R = at R = 6x105 6x106 for R < 2x196 .701 at R = 6x106 Christchurch Bay Tower .66 ...
INLINE FORCES ON VERTICAL PILE IN IRREGULAR WAVES Yu. Table 4 . Test Name ca Comments C. Comments Reference m 1.33 Wave Projects I and II 1.0+ to .6 at R = at R = 6x105 6x106 for R < 2x196 .701 at R = 6x106 Christchurch Bay Tower .66 ...
Page 391
PERIODIC WAVES ON HORIZONTAL CYLINDERS NOMENCLATURE Subscripts THE EFFECT OF MULTIPLE VERTICAL CYLINDERS ON WAVE SURFACE TOPOGRAPHY. C. -D . Teng , Research Engineer Slotta Engineering Associates , Inc. Corvallis , Oregon J. H. Nath ...
PERIODIC WAVES ON HORIZONTAL CYLINDERS NOMENCLATURE Subscripts THE EFFECT OF MULTIPLE VERTICAL CYLINDERS ON WAVE SURFACE TOPOGRAPHY. C. -D . Teng , Research Engineer Slotta Engineering Associates , Inc. Corvallis , Oregon J. H. Nath ...
Page 395
The probable reason is that for these limitations , the vertical velocities are too small to make the wake move in the vertical direction and the fundamental harmonic of vertical forces becomes very small .
The probable reason is that for these limitations , the vertical velocities are too small to make the wake move in the vertical direction and the fundamental harmonic of vertical forces becomes very small .
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Contents
HYDRODYNAMIC FORCES | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
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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 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