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 134
... loading respectively . Fig 3a illustrates the measured tensile load versus displacement behaviour obtained with specimen TJ01 . First visible cracking was detected at the chord saddle weld toe at a load of 2050 kN . Further loading led ...
... loading respectively . Fig 3a illustrates the measured tensile load versus displacement behaviour obtained with specimen TJ01 . First visible cracking was detected at the chord saddle weld toe at a load of 2050 kN . Further loading led ...
Page 135
... load attained during the individual cycles reduces . The compression load is noted to be relatively unaffected by the crack . After through thickness cracking of the chord , the test was continued into the tensile region in order to ...
... load attained during the individual cycles reduces . The compression load is noted to be relatively unaffected by the crack . After through thickness cracking of the chord , the test was continued into the tensile region in order to ...
Page 498
... load cases for a deep water pier ( No. 32 ) are : Load case F. / F MN Fy Ultimate limit strength Waves Accidental load Ice load 22.8 / 0 40.8 / 16.3 Ship impact 34.6 / 20.0 Accidental load Partial coefficient on soil shear strength c M ...
... load cases for a deep water pier ( No. 32 ) are : Load case F. / F MN Fy Ultimate limit strength Waves Accidental load Ice load 22.8 / 0 40.8 / 16.3 Ship impact 34.6 / 20.0 Accidental load Partial coefficient on soil shear strength c M ...
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