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 8
... values , these correspond to a deck deflection of 4.9 ft ( 1.5 m ) , a shear force of 650,000 lb ( 2900 kN ) , and an overturning moment of about 890,000 ft - kips ( 1200 × 106 N · m ) . These resonse values are generally lower than values ...
... values , these correspond to a deck deflection of 4.9 ft ( 1.5 m ) , a shear force of 650,000 lb ( 2900 kN ) , and an overturning moment of about 890,000 ft - kips ( 1200 × 106 N · m ) . These resonse values are generally lower than values ...
Page 60
... value of Verit was averaged across all 12 records . The Gaussian Duration was calculated from the average values of sample wind statistics from all 12 records . In Figure 4 , eleven 40 - minute windspeed records with similar values of ...
... value of Verit was averaged across all 12 records . The Gaussian Duration was calculated from the average values of sample wind statistics from all 12 records . In Figure 4 , eleven 40 - minute windspeed records with similar values of ...
Page 71
... values are easy to compare with historical data and data from other companies . FAR values are understandable for the public . One may wish to establish 2 categories of acceptance criteria with the use of FAR values : 1 . Maximum FAR value ...
... values are easy to compare with historical data and data from other companies . FAR values are understandable for the public . One may wish to establish 2 categories of acceptance criteria with the use of FAR values : 1 . Maximum FAR value ...
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