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 326
... procedure itself is checked through a study with a semisubmersible in 1100m water depth , for which tests at truncated depth of 550m are carried out as well as tests with full depth mooring . Thus the results from truncated mooring ...
... procedure itself is checked through a study with a semisubmersible in 1100m water depth , for which tests at truncated depth of 550m are carried out as well as tests with full depth mooring . Thus the results from truncated mooring ...
Page 341
... procedure to solve the coupled motion of multiple risers and a viscous incompressible fluid is developed . In this study , the former is solved by a multi - modal response model and the latter is solved by a sectional solution ( strip ...
... procedure to solve the coupled motion of multiple risers and a viscous incompressible fluid is developed . In this study , the former is solved by a multi - modal response model and the latter is solved by a sectional solution ( strip ...
Page 834
... procedure is illustrated in Figure 2. Given SaSLE ( T ) , the SLE return period can be directly read from the seismic hazard curve . Minimum SLE return periods recommended to ensure economic viability of a design , as a function of ...
... procedure is illustrated in Figure 2. Given SaSLE ( T ) , the SLE return period can be directly read from the seismic hazard curve . Minimum SLE return periods recommended to ensure economic viability of a design , as a function of ...
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