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
THE FLOW - INDUCED VIBRATION OF UNDERSEA CABLES IN NON - UNIFORM FLOWS Peter Capozucca and James J. Burgess AT & T Bell ... Cable motions were measured with an accelerometers and from this data acceleration spectra and RMS displacement ...
THE FLOW - INDUCED VIBRATION OF UNDERSEA CABLES IN NON - UNIFORM FLOWS Peter Capozucca and James J. Burgess AT & T Bell ... Cable motions were measured with an accelerometers and from this data acceleration spectra and RMS displacement ...
Page 541
1991 OMAE Volume 1 - B , Offshore Technology ASME – 1991 ABSTRACT To quantify the vortex - induced vibrations of undersea cable suspensions , both inspan and at support points , two cables were suspended across the outflow cooling canal ...
1991 OMAE Volume 1 - B , Offshore Technology ASME – 1991 ABSTRACT To quantify the vortex - induced vibrations of undersea cable suspensions , both inspan and at support points , two cables were suspended across the outflow cooling canal ...
Page 542
The site on the canal chosen for the experiments had a gradually sloping sand boutom at the south bank of the river ( a profile of the canal along the cable span is given in Figure 1 ) . A support point structure was installed at the ...
The site on the canal chosen for the experiments had a gradually sloping sand boutom at the south bank of the river ( a profile of the canal along the cable span is given in Figure 1 ) . A support point structure was installed at the ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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 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