Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 89
Page 17
... significant wave height and ls of mean zero upcrossing period . - 0 . 4 . 8 . 12 . 16 . 20 . ( s ) Peak Period Fig . 3 Probability of occurrence of sea states in Figueira da Foz ( 1981- 89 ) for the data grouped in classes of 0.5m of ...
... significant wave height and ls of mean zero upcrossing period . - 0 . 4 . 8 . 12 . 16 . 20 . ( s ) Peak Period Fig . 3 Probability of occurrence of sea states in Figueira da Foz ( 1981- 89 ) for the data grouped in classes of 0.5m of ...
Page 18
... significant wave height and ls of spectra with more than two peaks in Figueira da Foz . where ∞ mik = f1 Sk ( f ) ... significant wave height and average period of each wave systems in equations 2 and 3 one obtains the spectral parameters ...
... significant wave height and ls of spectra with more than two peaks in Figueira da Foz . where ∞ mik = f1 Sk ( f ) ... significant wave height and average period of each wave systems in equations 2 and 3 one obtains the spectral parameters ...
Page 50
... significant wave height in the most severe sea state during L years , Hmo L ( 7 ) , is then given by ; FHme ( h ) ... significant wave height and the spectral peak period . A storm event is modelled as a sequence of station- ary sea states ...
... significant wave height in the most severe sea state during L years , Hmo L ( 7 ) , is then given by ; FHme ( h ) ... significant wave height and the spectral peak period . A storm event is modelled as a sequence of station- ary sea states ...
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 |
Copyright | |
43 other sections not shown
Other editions - View all
Common terms and phrases
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