Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 26
Page 60
... included in the limit state function . 5.9 Response Uncertainty The response uncertainty can be considered as consisting of uncertainty in the transfer function the sea spectrum . The estimation of both vertical and horizontal responses ...
... included in the limit state function . 5.9 Response Uncertainty The response uncertainty can be considered as consisting of uncertainty in the transfer function the sea spectrum . The estimation of both vertical and horizontal responses ...
Page 144
... included in the model . The basic limit state function is given such as : g ( z ) = Σ I , Cj ( 1+ IRR ) ( 1 + IRR ) , where I , represent the income variables in year i and c , the cost variables in year j . The probability PF of not ...
... included in the model . The basic limit state function is given such as : g ( z ) = Σ I , Cj ( 1+ IRR ) ( 1 + IRR ) , where I , represent the income variables in year i and c , the cost variables in year j . The probability PF of not ...
Page 268
... included . The basic limit state function g ( z ) for brittle fracture and plastic collapse failure modes is formulated in terms of a finite set of basic variables , Z = Z1 , Z2 ... Zn i.e. material CTOD , crack depth , crack length ...
... included . The basic limit state function g ( z ) for brittle fracture and plastic collapse failure modes is formulated in terms of a finite set of basic variables , Z = Z1 , Z2 ... Zn i.e. material CTOD , crack depth , crack length ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 33 |
Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |
Copyright | |
16 other sections not shown
Other editions - View all
Common terms and phrases
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 reliability 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 variation vector weld weldments