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 105
... developed methodology for integrity assessment of jacket structures is given . Conditions for application are addressed and illustrated by way of an example study . INTRODUCTION Offshore structures may often be subjected to demands ...
... developed methodology for integrity assessment of jacket structures is given . Conditions for application are addressed and illustrated by way of an example study . INTRODUCTION Offshore structures may often be subjected to demands ...
Page 431
... developed within ter- minations having a ' natural neck ' profile were computed to be quite high , their lack of ... developed would remain below the yield stress of the steel used . Bear in mind that the outer diameter of fittings ...
... developed within ter- minations having a ' natural neck ' profile were computed to be quite high , their lack of ... developed would remain below the yield stress of the steel used . Bear in mind that the outer diameter of fittings ...
Page 511
... developed for the evaluation of scouring phenomena on the sea bed due to the presence of structures or unevenness . The methodology has been validated by comparison with laboratory experiments carried out under a wide range of ...
... developed for the evaluation of scouring phenomena on the sea bed due to the presence of structures or unevenness . The methodology has been validated by comparison with laboratory experiments carried out under a wide range of ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed