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 403
... caisson . In addition to the four conductor caissons , the platform is furnished with two Ø800 mm drain caissons , one Ø2000 mm caisson for four firewater caissons , four 22 " ( 0560 ) riser caissons and one 14 " ( Ø355 ) J - tube . See ...
... caisson . In addition to the four conductor caissons , the platform is furnished with two Ø800 mm drain caissons , one Ø2000 mm caisson for four firewater caissons , four 22 " ( 0560 ) riser caissons and one 14 " ( Ø355 ) J - tube . See ...
Page 413
... caisson structure stiffened by radial shear walls , preferably without a top slab to minimize construction time and cost . Solid ballast is filled into the caisson structure and / or the shaft either inshore or offshore to achieve ...
... caisson structure stiffened by radial shear walls , preferably without a top slab to minimize construction time and cost . Solid ballast is filled into the caisson structure and / or the shaft either inshore or offshore to achieve ...
Page 414
... caisson with the three slender towers placed in the corners of the caisson . The central part of the caisson is open for offshore solid ballast and there is an open area in the caisson allowing for installation above predrilled wells ...
... caisson with the three slender towers placed in the corners of the caisson . The central part of the caisson is open for offshore solid ballast and there is an open area in the caisson allowing for installation above predrilled wells ...
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