Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 74
Page 51
... water depth : 400 , 700 , 1000 and 1300 m flexjoint angles : 1 , 3 and 6 degrees a10 , 0.5 , 1.0 and 1.5 degrees operational scenarios : drilling and completion For the latter , a 1.2 meter height production adapter base is introduced ...
... water depth : 400 , 700 , 1000 and 1300 m flexjoint angles : 1 , 3 and 6 degrees a10 , 0.5 , 1.0 and 1.5 degrees operational scenarios : drilling and completion For the latter , a 1.2 meter height production adapter base is introduced ...
Page 257
... water depth . In these conditions , the results of both models show the tendency to stabilization . However , the performance given by Obokata's model indicates a small amplitude oscillation , while Takashina's model indicates a ...
... water depth . In these conditions , the results of both models show the tendency to stabilization . However , the performance given by Obokata's model indicates a small amplitude oscillation , while Takashina's model indicates a ...
Page 283
... water 0.0 0.0 depth Model C : The operability of the " Model A " riser , with a lower half titanium alloy system , may be not enough at severe sea conditions , and a model to increase the allowable wave height limit was considered . In ...
... water 0.0 0.0 depth Model C : The operability of the " Model A " riser , with a lower half titanium alloy system , may be not enough at severe sea conditions , and a model to increase the allowable wave height limit was considered . In ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
34 other sections not shown
Other editions - View all
Common terms and phrases
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