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
... conducted in an area of a power plant cooling canal where the flow had a non - symmetric , monotonically increasing velocity profile . Two cables were tested , one 1.143 cm in diameter , and the second 3.175 cm in diameter . The cable ...
... conducted in an area of a power plant cooling canal where the flow had a non - symmetric , monotonically increasing velocity profile . Two cables were tested , one 1.143 cm in diameter , and the second 3.175 cm in diameter . The cable ...
Page 358
... ( conducted every other year ) is to derive a record of minimum clearances for ships to pass underneath the bridges . LEVEL AND DISTANCE SURVEYS Level surveys give direct information on the horizontality of the platforms and the distance ...
... ( conducted every other year ) is to derive a record of minimum clearances for ships to pass underneath the bridges . LEVEL AND DISTANCE SURVEYS Level surveys give direct information on the horizontality of the platforms and the distance ...
Page 592
... conducted from the height for which the lifeboat is to be certified . The average mass of an occupant is taken to be 75 kg ( IMO , 1986 ) . Such a mass corresponds very nearly to the weight of the 50th percentile male which is 74.4 kg ...
... conducted from the height for which the lifeboat is to be certified . The average mass of an occupant is taken to be 75 kg ( IMO , 1986 ) . Such a mass corresponds very nearly to the weight of the 50th percentile male which is 74.4 kg ...
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