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 98
... Force Components ( kg ) -30 -26 -20 -16 -10 -30 -25 -20 -15 -10 -8 0 In Figure 4 , load displacement curves from finite element analysis and from MIT laboratory tests were put together to show the close match between the results . The ...
... Force Components ( kg ) -30 -26 -20 -16 -10 -30 -25 -20 -15 -10 -8 0 In Figure 4 , load displacement curves from finite element analysis and from MIT laboratory tests were put together to show the close match between the results . The ...
Page 256
... force oscillating at wave frequency and the second - order slowly varying wave drift force . The first - order wave force is constructed by superimposing responses to individual wave components . The slowly varying , nonlinear wave drift ...
... force oscillating at wave frequency and the second - order slowly varying wave drift force . The first - order wave force is constructed by superimposing responses to individual wave components . The slowly varying , nonlinear wave drift ...
Page 362
... force . Besides , to avoid the influence of the hydrodynamic force the coefficients of the drag and inertia force should be set small . INITIAL CONFIGURATION OF SCR The position of the DDF is based on an initial position and a dynamic ...
... force . Besides , to avoid the influence of the hydrodynamic force the coefficients of the drag and inertia force should be set small . INITIAL CONFIGURATION OF SCR The position of the DDF is based on an initial position and a dynamic ...
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