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 411
... ratio . This means that for aspect ratio values up to 1.5 the unloaded edges have a similar influence to that of lower aspect ratio plates , i.e. the longer the unloaded edge , the higher the plate maximum compressive strength . Plates ...
... ratio . This means that for aspect ratio values up to 1.5 the unloaded edges have a similar influence to that of lower aspect ratio plates , i.e. the longer the unloaded edge , the higher the plate maximum compressive strength . Plates ...
Page 412
... ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic effects and thus are highly dependent on the length of the unloaded edges . The earlier the ...
... ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic effects and thus are highly dependent on the length of the unloaded edges . The earlier the ...
Page 429
a ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates that the Test or FE Strength exceeds the predicted strength . Obviously , a ratio à 1.0 is desirable . For each prediction equation and each database ...
a ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates that the Test or FE Strength exceeds the predicted strength . Obviously , a ratio à 1.0 is desirable . For each prediction equation and each database ...
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