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 82
This ensured that the first level of pressure measurement points were located 11cm below the still water level ( SWL ) . a The " first part " considers the offshore struc: ture held fixed so that no motion is allowed , the incident wave ...
This ensured that the first level of pressure measurement points were located 11cm below the still water level ( SWL ) . a The " first part " considers the offshore struc: ture held fixed so that no motion is allowed , the incident wave ...
Page 83
an were indicated up to 12 pressures simultaneously . Any pressure range could be specified on individual channel . Thirteen runs performed at the 0 ° wave angle with wave periods ranging from 6.1 IQ 25 secs ( prototype ) .
an were indicated up to 12 pressures simultaneously . Any pressure range could be specified on individual channel . Thirteen runs performed at the 0 ° wave angle with wave periods ranging from 6.1 IQ 25 secs ( prototype ) .
Page 242
375 Hz 70 dB became pronounced because of the weakness of the pressure signal . The pressure spectrum at 180 ° ( in the wake ) shows no effect for the shedding . NOW consider the case with upstream shear ; Figure 18 shows the results ...
375 Hz 70 dB became pronounced because of the weakness of the pressure signal . The pressure spectrum at 180 ° ( in the wake ) shows no effect for the shedding . NOW consider the case with upstream shear ; Figure 18 shows the results ...
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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 |
Copyright | |
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Common terms and phrases
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 |