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
... measured by the hydrophones . On the contrary , the underwater sound pressure at the depth of 0.050 , 0.100 , 0.150 m could be measured even at 1.000 m in the horizontal direction . The underwater sound pressure under the floating plate ...
... measured by the hydrophones . On the contrary , the underwater sound pressure at the depth of 0.050 , 0.100 , 0.150 m could be measured even at 1.000 m in the horizontal direction . The underwater sound pressure under the floating plate ...
Page 66
... measured and calculated load excursion curves with mooring only . 2.5e6 and to match the standard deviation of the heave , roll and pitch time series . Table 5.2 summarizes the measured standard deviations to those obtained in the ...
... measured and calculated load excursion curves with mooring only . 2.5e6 and to match the standard deviation of the heave , roll and pitch time series . Table 5.2 summarizes the measured standard deviations to those obtained in the ...
Page 67
... measured wave spectrum . Mean tanker position Measured and calculated mean tanker positions during the beam wave storm are shown in Table 5.3 below : Test 3410 Surge ( m ) 0.0 Sway ( m ) -20.1 Yaw ( ° ) 0.1 AQWA -0.9 -20.7 1.4 Table 5.3 ...
... measured wave spectrum . Mean tanker position Measured and calculated mean tanker positions during the beam wave storm are shown in Table 5.3 below : Test 3410 Surge ( m ) 0.0 Sway ( m ) -20.1 Yaw ( ° ) 0.1 AQWA -0.9 -20.7 1.4 Table 5.3 ...
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