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 441
CONCRETE TUBULAR TRUSS STRUCTURE Helge Skjaeveland A / S Norske Shell Stavanger , Norway THE UNIVERSITY OF MICHIGAN LID THE UNIVERSITY OF MICHIGAN STEEL UPPER STRUCTURE STRUCTURAL CONCRETE Level. 1991 OMAE -- Volume I - B , Offshore ...
CONCRETE TUBULAR TRUSS STRUCTURE Helge Skjaeveland A / S Norske Shell Stavanger , Norway THE UNIVERSITY OF MICHIGAN LID THE UNIVERSITY OF MICHIGAN STEEL UPPER STRUCTURE STRUCTURAL CONCRETE Level. 1991 OMAE -- Volume I - B , Offshore ...
Page 442
... structure : The structure would be installed using a conventional 500 T crane vessel , corresponding to the capacity required for deck installation , allowing the use of a 400 T hook - load for up- righting operations . The structure ...
... structure : The structure would be installed using a conventional 500 T crane vessel , corresponding to the capacity required for deck installation , allowing the use of a 400 T hook - load for up- righting operations . The structure ...
Page 467
... structure . The structure was ini- tially deformed by pulling it with a thread ( and tying it in position ) and then released suddenly ( by cutting the string ) to allow the structure to execute free vibration about its static ...
... structure . The structure was ini- tially deformed by pulling it with a thread ( and tying it in position ) and then released suddenly ( by cutting the string ) to allow the structure to execute free vibration about its static ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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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