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 . α α Two combinations of incident wave directions are considered , corresponding to ( Bj , ẞx ) = 0 ...
... considered stationary , however the computer code is also capable of handling the structure in a moored or freely - floating state . α α Two combinations of incident wave directions are considered , corresponding to ( Bj , 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 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed