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 64
Page 165
... random variables describing the process and the time - derivative pro- cess at time t can be mapped jointly into a set of indepen- dent standardized random normal variables . This is identical to the restriction imposed on the random ...
... random variables describing the process and the time - derivative pro- cess at time t can be mapped jointly into a set of indepen- dent standardized random normal variables . This is identical to the restriction imposed on the random ...
Page 166
random variables , then the problem is to calculate P1 = G ( z ) < 0 f ( z ) dz ( 1 ) where Z - ( Z , ... , Z ) is a vector of random variables , f ( z ) is the joint probability density function ( pdf ) of Z , G ( z ) is the failure ...
random variables , then the problem is to calculate P1 = G ( z ) < 0 f ( z ) dz ( 1 ) where Z - ( Z , ... , Z ) is a vector of random variables , f ( z ) is the joint probability density function ( pdf ) of Z , G ( z ) is the failure ...
Page 247
... random variable X Fx ( x ) cumulative distribution function ( cdf ) of random Hy variable X significant wave height ... variables vector of non - ergodic random variables Q R S local random stress Sp Sps peak stress at net cross section ...
... random variable X Fx ( x ) cumulative distribution function ( cdf ) of random Hy variable X significant wave height ... variables vector of non - ergodic random variables Q R S local random stress Sp Sps peak stress at net cross section ...
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