Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 686
... stiffness of a platform is governed by the stiffness of two critical components ( Fig . 2 ) : jacket bays and foundation . The bay in structure consists of a series of parallel elements ( either diagonal braces or unbraced deck legs ) ...
... stiffness of a platform is governed by the stiffness of two critical components ( Fig . 2 ) : jacket bays and foundation . The bay in structure consists of a series of parallel elements ( either diagonal braces or unbraced deck legs ) ...
Page 750
... stiffness and the relationship between f . g and the mesh deformation is that which arises due to the deformation of the component twine ele- ments . bending stiffness , have a considerable effect on the large scale deformation of the ...
... stiffness and the relationship between f . g and the mesh deformation is that which arises due to the deformation of the component twine ele- ments . bending stiffness , have a considerable effect on the large scale deformation of the ...
Page 1001
... stiffness ( as shown in Figure 12 ) , which means that lock - in cannot be completely prevented from some directions . Adding buoys ( Solution 6 ) to the mooring would increase the lateral stiffness of the system , but not sufficiently ...
... stiffness ( as shown in Figure 12 ) , which means that lock - in cannot be completely prevented from some directions . Adding buoys ( Solution 6 ) to the mooring would increase the lateral stiffness of the system , but not sufficiently ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle