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 633
... INTERACTION MODEL FOR GLOBAL RISER ANALYSIS Egil Giertsen MARINTEK N - 7450 Trondheim , Norway 637 Figure 9 Bending moment time series at A for. OMAE2004-51345 Richard Verley STATOIL N - 7005 Trondheim , Norway Knut Schrøder NGI Inc ...
... INTERACTION MODEL FOR GLOBAL RISER ANALYSIS Egil Giertsen MARINTEK N - 7450 Trondheim , Norway 637 Figure 9 Bending moment time series at A for. OMAE2004-51345 Richard Verley STATOIL N - 7005 Trondheim , Norway Knut Schrøder NGI Inc ...
Page 955
... interaction , which have a strong influence on computed riser stresses in the touch - down region . The so - called CARISIMA models for riser - soil interaction in relation to horizontal and vertical motion ( i.e.horizontal resistance ...
... interaction , which have a strong influence on computed riser stresses in the touch - down region . The so - called CARISIMA models for riser - soil interaction in relation to horizontal and vertical motion ( i.e.horizontal resistance ...
Page 984
... interaction effect from shear with the other stress components is accounted for and the shear utilization in the interaction formula can be set to zero . As the development of tension field involves out of plane buckling for stresses ...
... interaction effect from shear with the other stress components is accounted for and the shear utilization in the interaction formula can be set to zero . As the development of tension field involves out of plane buckling for stresses ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle