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 405
... steel , the pile wall thickness could be reduced to 80 mm . = As extra high strength steel Weldox 500 has been used . Weldox 500 is a ductile and wel- dable TMCP steel . The skirt piles are chosen to be vertical to allow for unguided ...
... steel , the pile wall thickness could be reduced to 80 mm . = As extra high strength steel Weldox 500 has been used . Weldox 500 is a ductile and wel- dable TMCP steel . The skirt piles are chosen to be vertical to allow for unguided ...
Page 585
... Steel Construction , Vol . 17 No. 2 . Hogan , T.J. , Firkins , A. , Thomas , I.R. , 1985 , " Standardized Structural Connection , " Aust . ISC , ( third edition ) . Howlett , J.H. et al . , 1981 , " Joints in Structural Steelwork ...
... Steel Construction , Vol . 17 No. 2 . Hogan , T.J. , Firkins , A. , Thomas , I.R. , 1985 , " Standardized Structural Connection , " Aust . ISC , ( third edition ) . Howlett , J.H. et al . , 1981 , " Joints in Structural Steelwork ...
Page 613
... steel pipe piles measured diameter and 3,8 cm in all 67,5 m length . One of the piles ( PF ) had its end closed by a steel 60 degrees conical nose , adding 1,5 m more . The others three open end , with two of them prepared to inject ...
... steel pipe piles measured diameter and 3,8 cm in all 67,5 m length . One of the piles ( PF ) had its end closed by a steel 60 degrees conical nose , adding 1,5 m more . The others three open end , with two of them prepared to inject ...
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