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 40
... Maximum Collision Force 1488 BARGE COLLISION ANALYSIS - INLAND BARGE SCANTLINGS Total Energy. RESULTS Comparison with the Time Domain Simulation The comparison of the results of the analytic model of barge collisions with the time domain ...
... Maximum Collision Force 1488 BARGE COLLISION ANALYSIS - INLAND BARGE SCANTLINGS Total Energy. RESULTS Comparison with the Time Domain Simulation The comparison of the results of the analytic model of barge collisions with the time domain ...
Page 284
... maximum axial stress was checked by forcibly oscillating the top of full - length riser , which is hang - off in still water , with constant acceleration speed but with different period . MAXIMUM VON - MISES STRESS ( N / m2 X 10x + 6 ) ...
... maximum axial stress was checked by forcibly oscillating the top of full - length riser , which is hang - off in still water , with constant acceleration speed but with different period . MAXIMUM VON - MISES STRESS ( N / m2 X 10x + 6 ) ...
Page 428
... maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the ... Maximum Shear Stress ( ksi ) 1.0 10.0 16.3 22.5 28.8 35.0 41.3 47.5 53.8 60.0 Maximum Principal Stress ( ksi ) -32.8 ...
... maximum equivalent ( Von Mises ) stress predicted by the modeling . For the fiber / resin composite , however , the ... Maximum Shear Stress ( ksi ) 1.0 10.0 16.3 22.5 28.8 35.0 41.3 47.5 53.8 60.0 Maximum Principal Stress ( ksi ) -32.8 ...
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