Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 432
... jack - up installed caisson platform for shallow waters . The platform should , if competitive , be used as wellhead platform on a number of small satellite fields in the southern part of the Danish North Sea sector with water depths ...
... jack - up installed caisson platform for shallow waters . The platform should , if competitive , be used as wellhead platform on a number of small satellite fields in the southern part of the Danish North Sea sector with water depths ...
Page 530
... JACK 1 1 2 0 6078 3. Figure 1 TLP Space Frame Model DRY EQUIPMENT WEIGHTS WELDED EQUAL COMPRESSIVE FORCES ON COLUMN ... Jack I Due to Unit Thermal Load in Jack | Ki 0 0 0 0 0 0 00000000000 0000 0 0 0 0 0 0 0000 01 00000000 010 0 0 0 0 0 0 ...
... JACK 1 1 2 0 6078 3. Figure 1 TLP Space Frame Model DRY EQUIPMENT WEIGHTS WELDED EQUAL COMPRESSIVE FORCES ON COLUMN ... Jack I Due to Unit Thermal Load in Jack | Ki 0 0 0 0 0 0 00000000000 0000 0 0 0 0 0 0 0000 01 00000000 010 0 0 0 0 0 0 ...
Page 531
... Jack Initial Extensions ( Degree F ) 0.159 0.653 0.159 0.602 0.159 0.556 0.133 0.525 0.061 0.464 0.083 0.483 0.000 0.368 0.061 0.363 Figure 12 Jack Final Extensions ( Degree F ) MEMBER VISI GRP LOAD FROM CASE END FT FORCE FX KIPS MOMENT ...
... Jack Initial Extensions ( Degree F ) 0.159 0.653 0.159 0.602 0.159 0.556 0.133 0.525 0.061 0.464 0.083 0.483 0.000 0.368 0.061 0.363 Figure 12 Jack Final Extensions ( Degree F ) MEMBER VISI GRP LOAD FROM CASE END FT FORCE FX KIPS MOMENT ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth