Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 203
Two cables were tested , one 1.143 cm in diameter , and the second 3.175 cm in
diameter . The cable suspension length was 43 m . Cable motions were
measured with an accelerometers and from this data acceleration spectra and
RMS ...
Two cables were tested , one 1.143 cm in diameter , and the second 3.175 cm in
diameter . The cable suspension length was 43 m . Cable motions were
measured with an accelerometers and from this data acceleration spectra and
RMS ...
Page 541
MEASUREMENT OF CABLE SUPPORT POINT MOTIONS : EXPERIMENTS IN A
POWER PLANT COOLING CANAL J. J. Burgess and P. Capozucca AT & T Bell
Laboratories Whippany , New Jersey Tapping Point Support Point Cable ...
MEASUREMENT OF CABLE SUPPORT POINT MOTIONS : EXPERIMENTS IN A
POWER PLANT COOLING CANAL J. J. Burgess and P. Capozucca AT & T Bell
Laboratories Whippany , New Jersey Tapping Point Support Point Cable ...
Page 543
To illustrate the fact that the values in Table 1 represent maximum values for the
cable motion , histograms of the computed mean square displacement amplitude
3.6576 m in - span for all the 11 second data segments , recorded for all the ...
To illustrate the fact that the values in Table 1 represent maximum values for the
cable motion , histograms of the computed mean square displacement amplitude
3.6576 m in - span for all the 11 second data segments , recorded for all the ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |