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 452
... respectively Figure 10 2nd - order pressure on the near waterline element of a swaying rectangular section ( B / T = 2 ) by the general and new source model respectively ( w√T / g = 1.309 ) 3 2.5 By the general source model By the new ...
... respectively Figure 10 2nd - order pressure on the near waterline element of a swaying rectangular section ( B / T = 2 ) by the general and new source model respectively ( w√T / g = 1.309 ) 3 2.5 By the general source model By the new ...
Page 681
... respectively . One should note that low and high values of u./c , correspond to well- developed waves and young waves , respectively . • Figure 3 shows the drag coefficient for neutral stability C Dm versus the wave age cp / U10 = gT ...
... respectively . One should note that low and high values of u./c , correspond to well- developed waves and young waves , respectively . • Figure 3 shows the drag coefficient for neutral stability C Dm versus the wave age cp / U10 = gT ...
Page 786
... respectively . This represents a lower bound chain strength , and has been used in these reliability analyses , see Taraldsen ( 1985 ) . Upper bound values of mean and COV of chain link strength from Noble Denton database are 1.112 ...
... respectively . This represents a lower bound chain strength , and has been used in these reliability analyses , see Taraldsen ( 1985 ) . Upper bound values of mean and COV of chain link strength from Noble Denton database are 1.112 ...
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