Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 75
For Ll platforms , the scale factors are shown in Table 8 indicating a fairly tight range of 1.50-1.81 . abscissa of this hazard curve should be either the spectral acceleration at the dominant period of the platform , or the spectral ...
For Ll platforms , the scale factors are shown in Table 8 indicating a fairly tight range of 1.50-1.81 . abscissa of this hazard curve should be either the spectral acceleration at the dominant period of the platform , or the spectral ...
Page 220
The Method for the Spectral Adjustment Formulations of the type ( 1 and 2 ) are for unimodal spectra and cannot represent the ... However they form the theoretical basis for the representation of multipeaked spectra ( Ochi and Hubble ...
The Method for the Spectral Adjustment Formulations of the type ( 1 and 2 ) are for unimodal spectra and cannot represent the ... However they form the theoretical basis for the representation of multipeaked spectra ( Ochi and Hubble ...
Page 452
All spectra 96 2 peaks 31 O < Hs < 1 1 < Hs < 2 1121 70 Soares ( 1984 ) , in which the other two parameters are the significant ... The most important part of the energy is concentrated on the high - frequency spectral part , but with a ...
All spectra 96 2 peaks 31 O < Hs < 1 1 < Hs < 2 1121 70 Soares ( 1984 ) , in which the other two parameters are the significant ... The most important part of the energy is concentrated on the high - frequency spectral part , but with a ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind