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
Figure 11 : 2/4 F ALBUSKJELL PRINCIPLE SUBSIDENCE FROM P1 - P2 Principle of measuring subsidence with pressure gauges . 2/4 B / K BRAVO KILO 2/4 H HOTEL 2/4 NF 2/40 WEST EKOFISK 2/4 SF / 2/7 C EDDA Figure 13 : The satelite / 2 / 4 2/7 B ...
Figure 11 : 2/4 F ALBUSKJELL PRINCIPLE SUBSIDENCE FROM P1 - P2 Principle of measuring subsidence with pressure gauges . 2/4 B / K BRAVO KILO 2/4 H HOTEL 2/4 NF 2/40 WEST EKOFISK 2/4 SF / 2/7 C EDDA Figure 13 : The satelite / 2 / 4 2/7 B ...
Page 632
... Figure 3 - 6 computed RMS responses in the extreme condition are presented . The results are obtained by both frequency domain and time domain approaches . Among the institutions represented in the given figures , the low frequency ...
... Figure 3 - 6 computed RMS responses in the extreme condition are presented . The results are obtained by both frequency domain and time domain approaches . Among the institutions represented in the given figures , the low frequency ...
Page 691
... Figure 8 shows the effect of fairleader height on CR and KG , with and without the failure of lines 7 and 8. The water depth in this case is considered as 500 m . Fven making heigher the fairleader position , elevation of the KG is ...
... Figure 8 shows the effect of fairleader height on CR and KG , with and without the failure of lines 7 and 8. The water depth in this case is considered as 500 m . Fven making heigher the fairleader position , elevation of the KG is ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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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