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 48
The results of linear wave theory are thus assumed applicable , with the velocity and acceleration spectra related to the wave spectrum by : ܪܐ F > F. exp * * * 4:12 ) n where F. water Su ( w ) w2 r2 ( 2 ) S , ( w ) n Kw2 / ( 2KD ) ...
The results of linear wave theory are thus assumed applicable , with the velocity and acceleration spectra related to the wave spectrum by : ܪܐ F > F. exp * * * 4:12 ) n where F. water Su ( w ) w2 r2 ( 2 ) S , ( w ) n Kw2 / ( 2KD ) ...
Page 141
In this paper , assuming that the drag coefficient cd itself is not affected by waves and that the ' wave drift damping ' d is ... The reason why cd is assumed to be the same value in waves as one in still water is that otherwise it is ...
In this paper , assuming that the drag coefficient cd itself is not affected by waves and that the ' wave drift damping ' d is ... The reason why cd is assumed to be the same value in waves as one in still water is that otherwise it is ...
Page 357
For this analysis a plane strain condition of the cross section is assumed . This assumption is equivalent to assuming that no change in vertical strain occurs in the soil surround ing the pile . In this study it is assumed that the ...
For this analysis a plane strain condition of the cross section is assumed . This assumption is equivalent to assuming that no change in vertical strain occurs in the soil surround ing the pile . In this study it is assumed that the ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |