Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 276
... correspond to stiff clay . The corresponding values are given in Table 4 , see SINTEF ( 1992 ) . Vertical bottom stiffness Table 4 : Relevant soil properties . Axial Lateral bottom stiffness Axial Lateral friction friction factor factor ...
... correspond to stiff clay . The corresponding values are given in Table 4 , see SINTEF ( 1992 ) . Vertical bottom stiffness Table 4 : Relevant soil properties . Axial Lateral bottom stiffness Axial Lateral friction friction factor factor ...
Page 770
... corresponding to the type of damage . • Delays corresponding to pipeline abandonment and recovery which may be governed by the duration of severe weather , warranty surveying and / or legal aspects , etc. Delay categories used in this ...
... corresponding to the type of damage . • Delays corresponding to pipeline abandonment and recovery which may be governed by the duration of severe weather , warranty surveying and / or legal aspects , etc. Delay categories used in this ...
Page 864
... corresponding to an inspection plan identified on the basis of the general formulation given in Equation ( 2 ) . In Figure 3 it is seen that inspections may be performed with varying time intervals and at varying levels of the annual ...
... corresponding to an inspection plan identified on the basis of the general formulation given in Equation ( 2 ) . In Figure 3 it is seen that inspections may be performed with varying time intervals and at varying levels of the annual ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind