Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 163
... elements of a finite element discretisation of a riser is detailed by O'Brien and McNamara ( 1989 ) . The orientation of the undeformed axes is illustrated in Fig.2 where the x axis joins the first node to the second node of the element ...
... elements of a finite element discretisation of a riser is detailed by O'Brien and McNamara ( 1989 ) . The orientation of the undeformed axes is illustrated in Fig.2 where the x axis joins the first node to the second node of the element ...
Page 425
... element method ( DQEM ) and the extended differential quadrature ( EDQ ) have been proposed by the author . The EDQ is used to the differential quadrature element analysis of the frame problems . The element can be a non prismatic beam ...
... element method ( DQEM ) and the extended differential quadrature ( EDQ ) have been proposed by the author . The EDQ is used to the differential quadrature element analysis of the frame problems . The element can be a non prismatic beam ...
Page 435
... element method ( GCDQEM ) has been proposed . The element weighting coeffi- cients are generated by a generalized approach with which the element weighting coefficients for elements having arbitrary con- figurations can be straightly ...
... element method ( GCDQEM ) has been proposed . The element weighting coeffi- cients are generated by a generalized approach with which the element weighting coefficients for elements having arbitrary con- figurations can be straightly ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave