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
81 . abscissa of this hazard curve should be either the spectral acceleration at the
dominant period of the platform , or the spectral acceleration at a period of 1 . 0
second . Given a target annual probability of failure equal to P , ( Table 4 ) , the ...
81 . abscissa of this hazard curve should be either the spectral acceleration at the
dominant period of the platform , or the spectral acceleration at a period of 1 . 0
second . Given a target annual probability of failure equal to P , ( Table 4 ) , the ...
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
, 1976 ...
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
, 1976 ...
Page 452
All spectra 2 peaks O < Hs < 1 L 96 1 1 < Hs < 2 1121 2 < Hs < 3 812 3 < Hs < 4
129 4 < Hs < 5 54 5 < Hs < 6 6 < Hs < 7 7 < Hs < 8 ... The main part of the wave
field energy is associated with the low - frequency spectral peak , but significantly
...
All spectra 2 peaks O < Hs < 1 L 96 1 1 < Hs < 2 1121 2 < Hs < 3 812 3 < Hs < 4
129 4 < Hs < 5 54 5 < Hs < 6 6 < Hs < 7 7 < Hs < 8 ... The main part of the wave
field energy is associated with the low - frequency spectral peak , but significantly
...
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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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind