Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 174
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
Page 241
... yield strengths . The results are shown in Fig . 9 ( leading to section modulus with approximately the same reliability level for the different yield strengths i.e. the section modulus is decreasing for increasing yield strength ) . The ...
... yield strengths . The results are shown in Fig . 9 ( leading to section modulus with approximately the same reliability level for the different yield strengths i.e. the section modulus is decreasing for increasing yield strength ) . The ...
Page 270
... yield strength and the two loading variables , the still - water and the wave induced moments . 2 2.2 2.4 2.6 The conclusion that among all resistance variables , the yield stress was clearly the most important one is in agreement with ...
... yield strength and the two loading variables , the still - water and the wave induced moments . 2 2.2 2.4 2.6 The conclusion that among all resistance variables , the yield stress was clearly the most important one is in agreement with ...
Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
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amplitude applied approximation assumed bending bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length crest damage damping defects defined density function design point deterministic distribution effect element Engineering equation estimated evaluation example failure probability Figueira da Foz Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints linear load lognormal maintenance matrix maximum mean value method mooring nonlinear normal normal distribution obtained offshore structures parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables ratio redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stochastic Stokes storm strength stress range structural reliability surface system reliability Table tendon tion transfer function uncertainty variation vector Weibull Weibull distribution welded yield stress