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 694
... length in the horizontal direction Current load per unit length in the vertical direction Diameter of the cable Bending Stiffness of the cable Effective tension in the vertical direction D ΕΙ Felix ef.x Effective tension in the ...
... length in the horizontal direction Current load per unit length in the vertical direction Diameter of the cable Bending Stiffness of the cable Effective tension in the vertical direction D ΕΙ Felix ef.x Effective tension in the ...
Page 736
... Length ( m ) 600 800 Figure 3 Effective tension envelopes Key riser performance parameters are given in Table 1 . The significantly reduced length of the TDZ should reduce dynamic motion . The bending moment at the keel is significantly ...
... Length ( m ) 600 800 Figure 3 Effective tension envelopes Key riser performance parameters are given in Table 1 . The significantly reduced length of the TDZ should reduce dynamic motion . The bending moment at the keel is significantly ...
Page 982
... length The buckling length is in the general case an input parameter that has to be determined by the user of the RP , but for the important case of a continuous stiffener under uniform lateral load detailed recommendations are given ...
... length The buckling length is in the general case an input parameter that has to be determined by the user of the RP , but for the important case of a continuous stiffener under uniform lateral load detailed recommendations are given ...
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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