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 432
BACKGROUND FOR TI E DE V E L O P M E N T Ell central column on a During late 1988 , Mærsk olie og Gas AS entrusted Rambøll & Hannemann the structural development of a jack - up installed caisson platform for shallow waters .
BACKGROUND FOR TI E DE V E L O P M E N T Ell central column on a During late 1988 , Mærsk olie og Gas AS entrusted Rambøll & Hannemann the structural development of a jack - up installed caisson platform for shallow waters .
Page 527
A static analysis procedure is presented for simulating the balanced forces in hydraulic jacks during an offshore mating of ... NOMENCLATURE dL = Jack elongation A = Coefficient of Thermal Expansion L Jack length dt = Temperature Change ...
A static analysis procedure is presented for simulating the balanced forces in hydraulic jacks during an offshore mating of ... NOMENCLATURE dL = Jack elongation A = Coefficient of Thermal Expansion L Jack length dt = Temperature Change ...
Page 531
10 12 KŁ 0.494 1978.6 0.444 755.0 0.397 -0.026 0.366 -0.098 0.305 -0.076 0.324 -0.159 021 -0.098 0.204 13 16 Dacias 14 0 0 6070 0 3145 JACK 1 2 3 4 5 8 0 0 0 1 0 0 0 0 o 0 0 0 0 3145 0 -6643 0 37 36 485 -183 42 68 37 2 37 401 이이이 ...
10 12 KŁ 0.494 1978.6 0.444 755.0 0.397 -0.026 0.366 -0.098 0.305 -0.076 0.324 -0.159 021 -0.098 0.204 13 16 Dacias 14 0 0 6070 0 3145 JACK 1 2 3 4 5 8 0 0 0 1 0 0 0 0 o 0 0 0 0 3145 0 -6643 0 37 36 485 -183 42 68 37 2 37 401 이이이 ...
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Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
Hydrodynamic Forces | 337 |
Uncertainties in Estimating SecondOrder LowFrequency Wave Forces and Responses | 343 |
Copyright | |
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Common terms and phrases
acceleration added amplitude analysis assumed behaviour bending body cable calculated coefficient column compared component concept concrete connection considered curvature curves cylinder damping deck deformation determined developed direction displacement domain drag dynamic effect element Engineering equation field Figure flexible force frequency friction function given hydrodynamic impact increase installation internal jack jacket joint length lifeboat lift force linear load mass matrix mean measured Mechanics method mode motion natural nodes nonlinear obtained Offshore operation performed period phase pile pipe platform position presented pressure production reduced region relative represents respectively response riser rotation seabed ship shown shows soil solution static stiffness structure Table tension tether unit values vector vessel vibration water depth wave