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 97
... considered to be well treated by a geometric nonlinear time domain approach . A jacket structure model has a great number of nodes and elements . So , a time domain analysis brings a great CPU time consume . To reduce the number of ...
... considered to be well treated by a geometric nonlinear time domain approach . A jacket structure model has a great number of nodes and elements . So , a time domain analysis brings a great CPU time consume . To reduce the number of ...
Page 164
... considered stationary , however the computer code is also capable of handling the structure in a moored or freely - floating state . Two combinations of incident wave directions are considered , corresponding to ( ẞ ; j , ẞx ) = 0 ...
... considered stationary , however the computer code is also capable of handling the structure in a moored or freely - floating state . Two combinations of incident wave directions are considered , corresponding to ( ẞ ; j , ẞx ) = 0 ...
Page 283
... considered that if the riser could be operated up to case 3 in the table , i.e. operated up to 7m x 10 sec . , the riser was feasible with some limitations . If it can be operated above case 4 , i.e. operated up to 9m x 10 sec . , the ...
... considered that if the riser could be operated up to case 3 in the table , i.e. operated up to 7m x 10 sec . , the riser was feasible with some limitations . If it can be operated above case 4 , i.e. operated up to 9m x 10 sec . , the ...
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