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 342
... observations reported by eye witnesses of a more global tie oscillation . There is also some deviating information about the wind direction during the first two periods , being NW - W . However , this is not substantiated by the observed ...
... observations reported by eye witnesses of a more global tie oscillation . There is also some deviating information about the wind direction during the first two periods , being NW - W . However , this is not substantiated by the observed ...
Page 385
... observed in earlier experiments ( Niedzwecki and Rijken 1995 ) . Another feature of the envelopes which was observed was that the dominant direction of the envelopes for the paired configuration at mid - depth changes significantly from ...
... observed in earlier experiments ( Niedzwecki and Rijken 1995 ) . Another feature of the envelopes which was observed was that the dominant direction of the envelopes for the paired configuration at mid - depth changes significantly from ...
Page 515
... observed . However the overall good agreement of observed and computed scour depths indicate that the global effect of disregarded or not properly modelled phenomena should not be large . The grey zone in the histogram of fig . 3 ...
... observed . However the overall good agreement of observed and computed scour depths indicate that the global effect of disregarded or not properly modelled phenomena should not be large . The grey zone in the histogram of fig . 3 ...
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