Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 22
Page 248
... Shear Force ( kN ) 5a 30 30 Stream IV --Stokes V Stream !!! Stokes V Taylor 2nd - NewWave Taylor 2nd NewWave Depth = 42 m Stream IV Stokes V Taylor 2nd NewWave 200 400 600 800 1000 1200 Shear Force ( kN ) 5b Depth = 70 m Stream III ...
... Shear Force ( kN ) 5a 30 30 Stream IV --Stokes V Stream !!! Stokes V Taylor 2nd - NewWave Taylor 2nd NewWave Depth = 42 m Stream IV Stokes V Taylor 2nd NewWave 200 400 600 800 1000 1200 Shear Force ( kN ) 5b Depth = 70 m Stream III ...
Page 309
... shear buckling may occur for a very low stress level . However , in the post - buckling range tensile membrane stresses may be allowed to develop so that the shear capacity of the web plate may increase considerably beyond level of shear ...
... shear buckling may occur for a very low stress level . However , in the post - buckling range tensile membrane stresses may be allowed to develop so that the shear capacity of the web plate may increase considerably beyond level of shear ...
Page 335
... shear forces in the legs , the shear strength of the i - th bay , R ,, is evaluated as R¡ = 1⁄2kLij & ƒ¡ + FL¡ fi FH ( h ) = 1 - P ( H > h ) ; it can be modeled as Gumbel or extreme Type I distribution : FH ( h ) = exp ( e - a ( h - w ) ...
... shear forces in the legs , the shear strength of the i - th bay , R ,, is evaluated as R¡ = 1⁄2kLij & ƒ¡ + FL¡ fi FH ( h ) = 1 - P ( H > h ) ; it can be modeled as Gumbel or extreme Type I distribution : FH ( h ) = exp ( e - a ( h - w ) ...
Other editions - View all
Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind