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 319
... load increases , the other one when the load decreases . Therefore , in this case it is necessary to define two control laws . The first one corresponds to the rise in the load for the first part of the test and is used when the load to ...
... load increases , the other one when the load decreases . Therefore , in this case it is necessary to define two control laws . The first one corresponds to the rise in the load for the first part of the test and is used when the load to ...
Page 321
... load computed from the Morison drag formula . This load is considered appropriate for the generation of wind load on the model . The measured load during the test is compared with the computed one . Adjustments are made in the control ...
... load computed from the Morison drag formula . This load is considered appropriate for the generation of wind load on the model . The measured load during the test is compared with the computed one . Adjustments are made in the control ...
Page 599
... load when the first component fails has higher ultimate capacities than the " brittle ” structures . With the same design load level , the margin , resistance divided by reference / design load increases . Much debate over the past 10 ...
... load when the first component fails has higher ultimate capacities than the " brittle ” structures . With the same design load level , the margin , resistance divided by reference / design load increases . Much debate over the past 10 ...
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