## 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

The reserve strength ratio of a

**structure**is generally defined as the ratio of ultimate failure load of the**structure**to the design load . For a monopod**structure**, where failure occurs at an easily identifiable location , this value ...Page 270

The basic RAM equation that define the design elastic horizontal response spectral ordinate ( Saz ) for a

The basic RAM equation that define the design elastic horizontal response spectral ordinate ( Saz ) for a

**structure**which has a natural period ( Tn ) and damping ratio ( E ) is ( Bea , 1997 ) : sedimentary formations ) .Page 371

be decreased with the scale of

be decreased with the scale of

**structure**. Acceptable annual failure probability Pr 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 ...### What people are saying - Write a review

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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