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 defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835359, 9780791835357 |
| Export Citation | BiBTeX EndNote RefMan |