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 20
... dynamic pressure variation The calculation of the dynamic pressure variations was developed from reference [ 4 ] to allow incorporation into the fatigue model . Standard linear theory predicts the dynamic pressure variations below the ...
... dynamic pressure variation The calculation of the dynamic pressure variations was developed from reference [ 4 ] to allow incorporation into the fatigue model . Standard linear theory predicts the dynamic pressure variations below the ...
Page 21
... Dynamic pressure range ( N / m2 ) 30000 Plot of Dynamic presere RAOs ( 165 degress heading , Q.6 m below wa 25000 -Meen ( undfracted ) • Upper Norics ) Lower Frede 20000 15000 10000 5000 0.05 0.18 0.31 0.44 0.57 07 Ware frequency ( Peds ) ...
... Dynamic pressure range ( N / m2 ) 30000 Plot of Dynamic presere RAOs ( 165 degress heading , Q.6 m below wa 25000 -Meen ( undfracted ) • Upper Norics ) Lower Frede 20000 15000 10000 5000 0.05 0.18 0.31 0.44 0.57 07 Ware frequency ( Peds ) ...
Page 307
... dynamics . It has been shown that variations in mooring line inclination and pretension may lead to static loss of stability for DICAS , and dynamic loss of stability for SPM . The principal contributions of this paper are the ...
... dynamics . It has been shown that variations in mooring line inclination and pretension may lead to static loss of stability for DICAS , and dynamic loss of stability for SPM . The principal contributions of this paper are the ...
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