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 253
... compared with measured data from the irregular wave tests . Mi , o - freeb , h 10 15 Exceedance of freeboard in m Figure 9 : Trendlines from the regular wave tests for a waveheading of 180 deg and zero vessel speed are compared with ...
... compared with measured data from the irregular wave tests . Mi , o - freeb , h 10 15 Exceedance of freeboard in m Figure 9 : Trendlines from the regular wave tests for a waveheading of 180 deg and zero vessel speed are compared with ...
Page 273
... compared to steel e.g. due to increased lateral displacements and angular response levels Relevant mechanical design checks for titanium pipes are reviewed . The relative importance of these is assessed in relation to catenary and ...
... compared to steel e.g. due to increased lateral displacements and angular response levels Relevant mechanical design checks for titanium pipes are reviewed . The relative importance of these is assessed in relation to catenary and ...
Page 356
... compared with those obtained from independently developed potential- based linear and fully nonlinear numerical wave tanks ( Kim et al . , 1999 ) . In the longitudinal and lateral directions of the NS - MAC NWT , equal spacing ( 30 ...
... compared with those obtained from independently developed potential- based linear and fully nonlinear numerical wave tanks ( Kim et al . , 1999 ) . In the longitudinal and lateral directions of the NS - MAC NWT , equal spacing ( 30 ...
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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind