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 205
... length Minimum local reduced velocity = 4.5 for lower end of excitation length and again applying these to the experimental data gives excitation lengths of 4 . APPLICATION OF THE SEMI - EMPIRICAL MODEL Using the available experimental ...
... length Minimum local reduced velocity = 4.5 for lower end of excitation length and again applying these to the experimental data gives excitation lengths of 4 . APPLICATION OF THE SEMI - EMPIRICAL MODEL Using the available experimental ...
Page 246
... length of full - size tubing with the following properties : Outside Diameter Length Weight / unit length ( dry ) Weight / unit length ( filled with water ) Flexural Rigidity The Axial Rod Shroud 11.25 ins . ( 286mm ) 72 ft ( 21.9m ) ...
... length of full - size tubing with the following properties : Outside Diameter Length Weight / unit length ( dry ) Weight / unit length ( filled with water ) Flexural Rigidity The Axial Rod Shroud 11.25 ins . ( 286mm ) 72 ft ( 21.9m ) ...
Page 247
full - length shrouds . Over most the current speed range , the short cage produces a better than 50 % reduction of this quantity , and the full length shroud virtually eliminates it . It is observed that pronounced local max ima tended ...
full - length shrouds . Over most the current speed range , the short cage produces a better than 50 % reduction of this quantity , and the full length shroud virtually eliminates it . It is observed that pronounced local max ima tended ...
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