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 62
Page 54
... represented by a rec- tangle of width B - 122.0 m and length L - 127.75 m . The skirt penetration depth is Ds -26.0 m . Reference is made to Norwegian Contractors ( 1989 ) . The critical shear surface through the clay is given by the ...
... represented by a rec- tangle of width B - 122.0 m and length L - 127.75 m . The skirt penetration depth is Ds -26.0 m . Reference is made to Norwegian Contractors ( 1989 ) . The critical shear surface through the clay is given by the ...
Page 92
... represented has zero mean and variance σ2 = S 。. In the analytical part of this study , the narrow band sea will be represented in the Stratonovich's form , by means of a couple of slowly varying amplitude sinusoidal terms . The ...
... represented has zero mean and variance σ2 = S 。. In the analytical part of this study , the narrow band sea will be represented in the Stratonovich's form , by means of a couple of slowly varying amplitude sinusoidal terms . The ...
Page 193
... represented by soil The upper and lower extreme cases respectively to completely clamped boundary conditions , and a reduced spring stiffness of 40 % of the original . Before indulging in the detailed analysis , it might be anticipated ...
... represented by soil The upper and lower extreme cases respectively to completely clamped boundary conditions , and a reduced spring stiffness of 40 % of the original . Before indulging in the detailed analysis , it might be anticipated ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
44 other sections not shown
Other editions - View all
Common terms and phrases
amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress