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 37
... approach to navigable dams . The design of navigation lock approaches and bridge piers is influenced to a great extent by impact loads from collision events . Conservative estimates of impact loads can increase the cost of approach ...
... approach to navigable dams . The design of navigation lock approaches and bridge piers is influenced to a great extent by impact loads from collision events . Conservative estimates of impact loads can increase the cost of approach ...
Page 472
... approach were -1.4 mm and -2.8 ° respectively . Hence , the present approach gives qualitatively correct results but the solution is somewhat weak . One source of uncertainty is the accumulated bulk temperature increase in the pipe due ...
... approach were -1.4 mm and -2.8 ° respectively . Hence , the present approach gives qualitatively correct results but the solution is somewhat weak . One source of uncertainty is the accumulated bulk temperature increase in the pipe due ...
Page 520
... approaches are available for analysing offshore jacket platforms in order to compute the fatigue life of the structure . The correct choice of approach depends on a number of factors , such as whether the structure is linear or ...
... approaches are available for analysing offshore jacket platforms in order to compute the fatigue life of the structure . The correct choice of approach depends on a number of factors , such as whether the structure is linear or ...
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