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 427
... Factors Qu ( Zero Chord Preloads ) Brace Compression Loading . The strength prediction equation is expressed in the general form : Pu = Qu Qi F , T2 ( 2 ) where the OTJRC strength factor Qu ( Pecknold , 1998 ) , based on FE data and the ...
... Factors Qu ( Zero Chord Preloads ) Brace Compression Loading . The strength prediction equation is expressed in the general form : Pu = Qu Qi F , T2 ( 2 ) where the OTJRC strength factor Qu ( Pecknold , 1998 ) , based on FE data and the ...
Page 605
... factors and to partition the entire interval of factor existence into as many levels if necessary . They are then asked to classify the extent of the risk by combining each level of the risk factors . This analysis indicates that four ...
... factors and to partition the entire interval of factor existence into as many levels if necessary . They are then asked to classify the extent of the risk by combining each level of the risk factors . This analysis indicates that four ...
Page 788
... factor is achieved , fatigue is irrelevant to the integrity of the mooring system . However , the challenge is to consider whether the mooring lines can be designed ... FACTORS Extreme Loading - Safety Factor Intermediate Results The 788.
... factor is achieved , fatigue is irrelevant to the integrity of the mooring system . However , the challenge is to consider whether the mooring lines can be designed ... FACTORS Extreme Loading - Safety Factor Intermediate Results The 788.
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