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 11
... wide , 8 ft long , and 1.5 ft deep ) . The cylinder was suspended from the top , held vertically , so that it extended through the free surface of water and all the way down to about 1/16 inch from the bottom of the tank . The cylinder ...
... wide , 8 ft long , and 1.5 ft deep ) . The cylinder was suspended from the top , held vertically , so that it extended through the free surface of water and all the way down to about 1/16 inch from the bottom of the tank . The cylinder ...
Page 225
... wide and 1.8 m deep . It is constructed of concrete with a glass section 4.22 m wide , located approximately 10m PLASTIC MAT VELOCITY MEASURING SECTION ator , is a positively buoyant mat 2.5 m in length that floats on the water surface ...
... wide and 1.8 m deep . It is constructed of concrete with a glass section 4.22 m wide , located approximately 10m PLASTIC MAT VELOCITY MEASURING SECTION ator , is a positively buoyant mat 2.5 m in length that floats on the water surface ...
Page 332
... wide . No influence overall integrity of the structure . H ) STATFJORD - B - SPM - 1986. Access platform extensively damaged by tanker collision during loading operation . I ) EKOFISK 2/4 A jacket 1.12.1987 . Boat landing pushed against ...
... wide . No influence overall integrity of the structure . H ) STATFJORD - B - SPM - 1986. Access platform extensively damaged by tanker collision during loading operation . I ) EKOFISK 2/4 A jacket 1.12.1987 . Boat landing pushed against ...
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