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 107
... behaviour . Application of the program for cyclic reassessment therefore requires that the performance under cyclic loading is considered . In part II of this series of papers ( Amdahl & al . , 1995 ) , test results for tubular members ...
... behaviour . Application of the program for cyclic reassessment therefore requires that the performance under cyclic loading is considered . In part II of this series of papers ( Amdahl & al . , 1995 ) , test results for tubular members ...
Page 135
... behaviour of the joint . It is noted that the tension load is maintained although significant monotonic crack growth developed , i.e. ductile behaviour . Due to the reduction in tension load , the tests were run in displacement control ...
... behaviour of the joint . It is noted that the tension load is maintained although significant monotonic crack growth developed , i.e. ductile behaviour . Due to the reduction in tension load , the tests were run in displacement control ...
Page 452
... behaviour of stiffened panels . The static loading cases are subjected to inplane loading for a variety of plate slendernesses and the effect of tripping is investigated . Under dynamic loading a complex model was also used to model a ...
... behaviour of stiffened panels . The static loading cases are subjected to inplane loading for a variety of plate slendernesses and the effect of tripping is investigated . Under dynamic loading a complex model was also used to model a ...
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