Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 534
... term represents the Coriolis ac- celeration and the fifth term is the apparent acceleration of G ” with respect to G ' . The a , and w ; in these terms are the absolute angular acceleration and angular velocity of the link coordinate ...
... term represents the Coriolis ac- celeration and the fifth term is the apparent acceleration of G ” with respect to G ' . The a , and w ; in these terms are the absolute angular acceleration and angular velocity of the link coordinate ...
Page 644
... term due to the elevation of the wave surface . The dominating first term in the second part of this series consists of a mass and an acce- leration . This mass term " p.A " is used to obtain from the second part of the Froude -Krilov ...
... term due to the elevation of the wave surface . The dominating first term in the second part of this series consists of a mass and an acce- leration . This mass term " p.A " is used to obtain from the second part of the Froude -Krilov ...
Page 652
... term of equation ( 6 ) is a term of a line integral . This line integral term appears at the intersection line of the body and the free surface ; originally the flow velocity shows singularities at the intersec- Sr 2 0 Incident wave SH ...
... term of equation ( 6 ) is a term of a line integral . This line integral term appears at the intersection line of the body and the free surface ; originally the flow velocity shows singularities at the intersec- Sr 2 0 Incident wave SH ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial behaviour bending stiffness cable calculated Campos Basin catenary coefficient components coordinate curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe flexible riser fluid free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lifeboat lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures Offshore Technology ASME OMAE operation oscillation parameters phase pile platform pressure ratio rotation seabed shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth