Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 1
... return period . NOMENCLATURE ASME 1991 R : return period A R Ro S sample standard deviation Χ : extreme variate Xi Xc Xi Xm : return period of the population for xc : largest data in a sample : prespecified level of extreme variate i ...
... return period . NOMENCLATURE ASME 1991 R : return period A R Ro S sample standard deviation Χ : extreme variate Xi Xc Xi Xm : return period of the population for xc : largest data in a sample : prespecified level of extreme variate i ...
Page 5
... Return Values of FT - I and Weibull Distributions Distribution ai & 2 K C α FT - I ( Gumbel ) 0.64 9.0 0.93 0 1.33 ... PERIOD Uncertainty in the estimate of return value also implies that the return period corresponding to some specific ...
... Return Values of FT - I and Weibull Distributions Distribution ai & 2 K C α FT - I ( Gumbel ) 0.64 9.0 0.93 0 1.33 ... PERIOD Uncertainty in the estimate of return value also implies that the return period corresponding to some specific ...
Page 354
... return periods selected for the risk analysis becomes obvious if one carefully examines Figure 3. The PGA resulting from Sabetta and Pugliese formula for a return period of 100 years which can be related according to API [ 11 ] to the ...
... return periods selected for the risk analysis becomes obvious if one carefully examines Figure 3. The PGA resulting from Sabetta and Pugliese formula for a return period of 100 years which can be related according to API [ 11 ] to the ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile