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 28
... depth from 0.050 to 0.150 m in Fig . 6 ( a ) because the underwater sound pressure at the depth of 0.250 , 0.350 , 0.450 m is so small and could not be measured by the hydrophones . On the contrary , the underwater sound pressure at the ...
... depth from 0.050 to 0.150 m in Fig . 6 ( a ) because the underwater sound pressure at the depth of 0.250 , 0.350 , 0.450 m is so small and could not be measured by the hydrophones . On the contrary , the underwater sound pressure at the ...
Page 325
... depth is reported . Limited laboratory depth requires a truncated model test set up . A method for replacing a full - depth mooring system by a truncated set - up in combination with advanced numerical analysis , denoted as hybrid ...
... depth is reported . Limited laboratory depth requires a truncated model test set up . A method for replacing a full - depth mooring system by a truncated set - up in combination with advanced numerical analysis , denoted as hybrid ...
Page 326
... depth , for which tests at truncated depth of 550m are carried out as well as tests with full depth mooring . Thus the results from truncated mooring combined with computer simulations will be compared directly to full mooring reference ...
... depth , for which tests at truncated depth of 550m are carried out as well as tests with full depth mooring . Thus the results from truncated mooring combined with computer simulations will be compared directly to full mooring reference ...
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