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 79
... structural " fuse " elements in the design of compliant offshore structural systems , which elements may be sacrificed during severe loading conditions in such a way as to reduce the extent of damage that would otherwise occur on the ...
... structural " fuse " elements in the design of compliant offshore structural systems , which elements may be sacrificed during severe loading conditions in such a way as to reduce the extent of damage that would otherwise occur on the ...
Page 157
... structural redundancy has already been recognized by several standard specifications , no criteria pertaining to quantify redundancy in design and eval- uation of structural systems are explicitly given within these specifications . The ...
... structural redundancy has already been recognized by several standard specifications , no criteria pertaining to quantify redundancy in design and eval- uation of structural systems are explicitly given within these specifications . The ...
Page 163
... Structural Reliability " , Journal of Structural Engineering , ASCE , New York , Vol . 113 , No. 7 , pp . 1533-1549 . Frangopol , D. M. and Nakib , R. , 1990a , " Redundancy Eval- uation of Steel Girder Bridges , " Structural Safety and ...
... Structural Reliability " , Journal of Structural Engineering , ASCE , New York , Vol . 113 , No. 7 , pp . 1533-1549 . Frangopol , D. M. and Nakib , R. , 1990a , " Redundancy Eval- uation of Steel Girder Bridges , " Structural Safety and ...
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