Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 103
Besides uncertainties associated with the modelling of structures and the random
wave environment , there are also uncertainties arising from degradation of
member stiffness due to a joint flexibility and ovalization of member cross -
section ...
Besides uncertainties associated with the modelling of structures and the random
wave environment , there are also uncertainties arising from degradation of
member stiffness due to a joint flexibility and ovalization of member cross -
section ...
Page 238
7 Figure 5 : Fatigue damage associated with waves in scatter diagram . Original
Wirsching Dala ( 1984 ) Modified for API X Curve Modified for HSE T ' Curve + -
New Data 0 . 4 0 . 6 0 . 8 1 . 0 log ( Wave Height ) 1 . 2 Figure 4 : Relationship ...
7 Figure 5 : Fatigue damage associated with waves in scatter diagram . Original
Wirsching Dala ( 1984 ) Modified for API X Curve Modified for HSE T ' Curve + -
New Data 0 . 4 0 . 6 0 . 8 1 . 0 log ( Wave Height ) 1 . 2 Figure 4 : Relationship ...
Page 269
In the evaluation of the characteristics and the uncertainties associated with the
earthquake sources and their effects on the interest sites , we take into account
the characterization of the earthquake sources , the effect of the seismic wave ...
In the evaluation of the characteristics and the uncertainties associated with the
earthquake sources and their effects on the interest sites , we take into account
the characterization of the earthquake sources , the effect of the seismic wave ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind