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 346
... respectively . Using h ( t ) , v ( t ) , length of mooring line and its weight per unit length , we can calculate the time series of line tension by the static catenary theory . for the An example of the low frequency component and high ...
... respectively . Using h ( t ) , v ( t ) , length of mooring line and its weight per unit length , we can calculate the time series of line tension by the static catenary theory . for the An example of the low frequency component and high ...
Page 482
... respectively , C ( 1 ) ( x , z ) and C ( 2 ) ( xo zo are the rotational centers of body A and body B , n and ( 2 ) are the normal unit vectors on the boundaries S ( 1 ) and S2 ) of body A and body B respectively , n and n are ոլ the ...
... respectively , C ( 1 ) ( x , z ) and C ( 2 ) ( xo zo are the rotational centers of body A and body B , n and ( 2 ) are the normal unit vectors on the boundaries S ( 1 ) and S2 ) of body A and body B respectively , n and n are ոլ the ...
Page 617
... respectively interior undrained shear strength atmospheric pressure as height of water , i.e. 10 m d1 and d2 , depths from water surface to top of pile , respectively to sea bottom level outside pile Di and De , pile diameter , interior ...
... respectively interior undrained shear strength atmospheric pressure as height of water , i.e. 10 m d1 and d2 , depths from water surface to top of pile , respectively to sea bottom level outside pile Di and De , pile diameter , interior ...
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 beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components 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 fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid 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