Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 174
... Wave Period ( sees . ) 12 16 Wave Period ( secs . ) 16 Wave Period ( secs . ) Burge Added - Mass 700000 300000 200000 16 20 24 400000 20 24 20 24 Pitsh Added - Mass Heave Added - Mass 320000 300000 7.2 1 7.0 16 6.8 0.1 8.4 1 ☛ 12 12 10 ...
... Wave Period ( sees . ) 12 16 Wave Period ( secs . ) 16 Wave Period ( secs . ) Burge Added - Mass 700000 300000 200000 16 20 24 400000 20 24 20 24 Pitsh Added - Mass Heave Added - Mass 320000 300000 7.2 1 7.0 16 6.8 0.1 8.4 1 ☛ 12 12 10 ...
Page 318
... period of the swell was selected to be near the resonant period of 15.4s ... wave response shown in Figure 8. The difference in the character of the ... wave energy near the near the resonant period in the swell spectrum . The variation ...
... period of the swell was selected to be near the resonant period of 15.4s ... wave response shown in Figure 8. The difference in the character of the ... wave energy near the near the resonant period in the swell spectrum . The variation ...
Page 523
distribution of individual wave heights ( H ) and associated periods ( T ) through the bivariate Longuet - Higgins probability distribution . Although an estimate of the theoretical wave height- period joint probability distribution ...
distribution of individual wave heights ( H ) and associated periods ( T ) through the bivariate Longuet - Higgins probability distribution . Although an estimate of the theoretical wave height- period joint probability distribution ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed