Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 90
... function of , ' M2 ' Ma 1 ith order Hermitian polynomial coefficiant mathematical expectation E [ N ( y ) ] expected ... function of y1 У maxy , + dy ) 1 · 2 Y3 probability of maxima of nonlinear response occurring in the interval ( Y ...
... function of , ' M2 ' Ma 1 ith order Hermitian polynomial coefficiant mathematical expectation E [ N ( y ) ] expected ... function of y1 У maxy , + dy ) 1 · 2 Y3 probability of maxima of nonlinear response occurring in the interval ( Y ...
Page 110
... function vectors are H ' ( w ) and H ( 1,02 ) . It follows from equations ( 27 ) and ( 29 ) that the zero order response vector , îo ) , is the negative of the expected value of ( 2 ) . Therefore , < â ( t ) > formulated . = O as The ...
... function vectors are H ' ( w ) and H ( 1,02 ) . It follows from equations ( 27 ) and ( 29 ) that the zero order response vector , îo ) , is the negative of the expected value of ( 2 ) . Therefore , < â ( t ) > formulated . = O as The ...
Page 268
... functions . Some important factors to be considered are : 1 ) Mechanical properties ( i.e. yield strength and fracture toughness ) of LBZ's zones and surrounding s . [ S S , Then the limit state function in terms of the applied and the ...
... functions . Some important factors to be considered are : 1 ) Mechanical properties ( i.e. yield strength and fracture toughness ) of LBZ's zones and surrounding s . [ S S , Then the limit state function in terms of the applied and the ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART A | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
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amplitude applied assessment assumed axial basic variables behaviour calculated coefficient component computed considered corrosion cost crack depth crack growth rate CTOD curve defect deterministic drag force effects Engineering environmental equation estimated evaluated extreme failure mode failure probability fatigue crack growth fatigue damage fatigue failure fatigue strength Figure fracture mechanics fracture toughness frequency Gaussian geometry hindcast initial inspection instability load integration limit state function linear Lognormal LRFD material maxima maximum mean value method nonlinear normal normal distribution North Sea obtained offshore structures parameters platform predicted pressure probabilistic probability density function probability distribution quadratic random variable ratio reliability analysis reliability index residual stresses response risk S-N curve safety sea-state significant wave height simulation spectral standard deviation statistical stochastic storm stress intensity factor stress range Table tension tether tubular joints vector Weibull distribution weld weldments