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
... Simulation The comparison of the results of the analytic model of barge collisions with the time domain simulation are presented in Figures 3 , 4 , 5 and 6. Figure 3 shows the results for maximum collision force on the wall . The solid ...
... Simulation The comparison of the results of the analytic model of barge collisions with the time domain simulation are presented in Figures 3 , 4 , 5 and 6. Figure 3 shows the results for maximum collision force on the wall . The solid ...
Page 136
... simulation is noted to be very good in the compression range . For tensile loads larger than 900 kN , the curves deviate significantly due to extensive cracking of the specimen during the test . The simulation assumes an intact joint ...
... simulation is noted to be very good in the compression range . For tensile loads larger than 900 kN , the curves deviate significantly due to extensive cracking of the specimen during the test . The simulation assumes an intact joint ...
Page 241
... simulations in Figures 10 and 11 ; catastrophe sets in Figures 22 , 23 , and 24 . II.3 . Solutions by Simulation Based on the simulations presented in Figures 2-11 , we can make the following observations which are interpreted in ...
... simulations in Figures 10 and 11 ; catastrophe sets in Figures 22 , 23 , and 24 . II.3 . Solutions by Simulation Based on the simulations presented in Figures 2-11 , we can make the following observations which are interpreted in ...
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