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
... Weight reduction from caissons . The conductor caisson weight equals out by a reduction in conductor weight , ( 024 " x 1 " versus Ø26 " x 14 " . Jacket Bracing In the past , most jackets have been designed with X - braces or K - braces ...
... Weight reduction from caissons . The conductor caisson weight equals out by a reduction in conductor weight , ( 024 " x 1 " versus Ø26 " x 14 " . Jacket Bracing In the past , most jackets have been designed with X - braces or K - braces ...
Page 605
... weight of soil inside pile Water pressure on top of pile Water pressure , at net area of the tip of pile ( ≈0 for full scale pile ) Skin friction on outside of pile ... weight of pile P Wp W S Total weight of soil inside pile Ti = 604.
... weight of soil inside pile Water pressure on top of pile Water pressure , at net area of the tip of pile ( ≈0 for full scale pile ) Skin friction on outside of pile ... weight of pile P Wp W S Total weight of soil inside pile Ti = 604.
Page 342
... Weight ( tons ) 13 Template Material NOK / TON 35 Flowline Matri . & Fabr . 300 8 Template Fabrication 250 6 Fabrication NOK / MHR 12 Template Weight ( tons ) 14 Template fabrication MHR / TON 36 Flowline Installation 500 9 Template ...
... Weight ( tons ) 13 Template Material NOK / TON 35 Flowline Matri . & Fabr . 300 8 Template Fabrication 250 6 Fabrication NOK / MHR 12 Template Weight ( tons ) 14 Template fabrication MHR / TON 36 Flowline Installation 500 9 Template ...
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