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
... 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 displacement ...
... 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 displacement ...
Page 541
... cable suspensions , both in- span and at support points , two cables were suspended across the outflow cooling canal of a power plant . Two cables and three support conditions were used . Motions of the cable were measured with ...
... cable suspensions , both in- span and at support points , two cables were suspended across the outflow cooling canal of a power plant . Two cables and three support conditions were used . Motions of the cable were measured with ...
Page 542
... cable did not contact the sand bank in - span of the support point . For both the rock and sand support the cable was supported over a 0.9144 to 1.2192 meter section of sand in the box before going into suspension . The cables were ...
... cable did not contact the sand bank in - span of the support point . For both the rock and sand support the cable was supported over a 0.9144 to 1.2192 meter section of sand in the box before going into suspension . The cables were ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile