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 82
... relatively small diameter of 20 mm . Three of these cylinders are " active " ( contain an instrumented segment ) but additional " dummy " ( non - instrumented ) cylinders can also be used to form a group when this group contains more ...
... relatively small diameter of 20 mm . Three of these cylinders are " active " ( contain an instrumented segment ) but additional " dummy " ( non - instrumented ) cylinders can also be used to form a group when this group contains more ...
Page 673
... relatively short periods ( say , below 6 seconds ) once the Jacket has been fixed into the piled foundation system . During installation , the foundation support is provided by mudmats that act as temporary spread- footing support ; the ...
... relatively short periods ( say , below 6 seconds ) once the Jacket has been fixed into the piled foundation system . During installation , the foundation support is provided by mudmats that act as temporary spread- footing support ; the ...
Page 227
... relatively long ships , is significant for ships of relatively short length . Increasing the width of a ship implies the possibility of decreasing the required partial safety factor of stillwater bending loads . 2. Referring to vertical ...
... relatively long ships , is significant for ships of relatively short length . Increasing the width of a ship implies the possibility of decreasing the required partial safety factor of stillwater bending loads . 2. Referring to vertical ...
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