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 429
... predicted strength . Obviously , a ratio à 1.0 is desirable . For each prediction equation and each database , the mean and standard deviation of the ratio ( Test or FE Database Strength ) / Predicted Strength is computed and shown ...
... predicted strength . Obviously , a ratio à 1.0 is desirable . For each prediction equation and each database , the mean and standard deviation of the ratio ( Test or FE Database Strength ) / Predicted Strength is computed and shown ...
Page 743
... predicted to vary lin- arly with steepness , the kurtosis is predicted from Eqn . 8 to sary quadratically with the steepness Sp . Since the steepness s far less than unity ( squared steepness even smaller ) , this sug- ests that ...
... predicted to vary lin- arly with steepness , the kurtosis is predicted from Eqn . 8 to sary quadratically with the steepness Sp . Since the steepness s far less than unity ( squared steepness even smaller ) , this sug- ests that ...
Page 781
... predicted wave forces when the wave spectrum is truncated at the cutoff frequencies 5w , and 10wp , respectively . It was shown in the previous sections that the predicted wave kinematics of a relatively broad - banded spectrum based on ...
... predicted wave forces when the wave spectrum is truncated at the cutoff frequencies 5w , and 10wp , respectively . It was shown in the previous sections that the predicted wave kinematics of a relatively broad - banded spectrum based on ...
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