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 875
... connections is their inability to deliver large rotations . In this devised connection , it has been solved by using a totally different geometry — a geometry which does not restrict the joint from deforming freely in a smooth , uniform ...
... connections is their inability to deliver large rotations . In this devised connection , it has been solved by using a totally different geometry — a geometry which does not restrict the joint from deforming freely in a smooth , uniform ...
Page 876
... connection are then connected to the beam and the column ( brace and leg ) by non - destructive fasteners . Tests carried out to date on the two versions of the connection have established the importance of annealing to restore material ...
... connection are then connected to the beam and the column ( brace and leg ) by non - destructive fasteners . Tests carried out to date on the two versions of the connection have established the importance of annealing to restore material ...
Page 879
... connection , which was conceived by the authors of not being adequate , a series of tests were carried out on this type of connection . However , with regard to the vertically - laid - tubes ( VLT ) version of KHONSAR , TM such ...
... connection , which was conceived by the authors of not being adequate , a series of tests were carried out on this type of connection . However , with regard to the vertically - laid - tubes ( VLT ) version of KHONSAR , TM such ...
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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