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 359
... platform considered as it is reference The Tor platform is used as a benchmark . secondary benchmark . The Edda benchmark platform 6 to 7 cm when the was seen to settle some we use the Edda loading on the platform changed . Although ...
... platform considered as it is reference The Tor platform is used as a benchmark . secondary benchmark . The Edda benchmark platform 6 to 7 cm when the was seen to settle some we use the Edda loading on the platform changed . Although ...
Page 423
... platforms where dynamic loads from the ship impact can be larger than the extreme environ- mental loads and the ship impact can govern the design of the platform . This paper describes a detailed procedure for dy- namic analysis of ...
... platforms where dynamic loads from the ship impact can be larger than the extreme environ- mental loads and the ship impact can govern the design of the platform . This paper describes a detailed procedure for dy- namic analysis of ...
Page 425
... platform can be considered infinitely stiff then eq . ( 2 ) fully defines the governing equations of the collision . However , in cases where the platform re- sponds dynamically to the collision force , the col- lision can only be ...
... platform can be considered infinitely stiff then eq . ( 2 ) fully defines the governing equations of the collision . However , in cases where the platform re- sponds dynamically to the collision force , the col- lision can only be ...
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