## 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 129

The reserve strength ratio of a

ultimate failure load of the

where failure occurs at an easily identifiable location , this value may also be ...

The reserve strength ratio of a

**structure**is generally defined as the ratio ofultimate failure load of the

**structure**to the design load . For a monopod**structure**,where failure occurs at an easily identifiable location , this value may also be ...

Page 270

The basic RAM equation that define the design elastic horizontal response

spectral ordinate ( Saz ) for a

damping ratio ( E ) is ( Bea , 1997 ) : sedimentary formations ) . Gę is the design

ground ...

The basic RAM equation that define the design elastic horizontal response

spectral ordinate ( Saz ) for a

**structure**which has a natural period ( Tn ) anddamping ratio ( E ) is ( Bea , 1997 ) : sedimentary formations ) . Gę is the design

ground ...

Page 371

be decreased with the scale of

Pę proposed in CIRIA report [ 7 ] has this form and failure probability will be one

tenth of the original value if the number of peoples exposed to risk becomes ten ...

be decreased with the scale of

**structure**. Acceptable annual failure probabilityPę proposed in CIRIA report [ 7 ] has this form and failure probability will be one

tenth of the original value if the number of peoples exposed to risk becomes ten ...

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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