## 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

As Table 7 shows , the range of scale

L3 platforms is 0 . 67 - 0 . 96 . For L2 platforms , the range of scale

- 1 . 20 , i . e . , this is the range of

As Table 7 shows , the range of scale

**factors**(**Factor**1 x**Factor**2 ) calculated forL3 platforms is 0 . 67 - 0 . 96 . For L2 platforms , the range of scale

**factors**is 1 . 10- 1 . 20 , i . e . , this is the range of

**Factor**2 in Table 7 since the target probability ...Page 270

Earthquake source characterization Saz = ( RusdFeM ) ( BR BFQ ) exp ( - B 0 +

ZD OFQ ) Ruso is the is the

static ultimate loading capacity of the structure . Fe is the

the ...

Earthquake source characterization Saz = ( RusdFeM ) ( BR BFQ ) exp ( - B 0 +

ZD OFQ ) Ruso is the is the

**factor**that recomanding and the Ruso is the meanstatic ultimate loading capacity of the structure . Fe is the

**factor**that recognizesthe ...

Page 449

Two methods can be used to evaluate the partial safety

Yu are given by the ratio of the design ... target reliability index Bo ,

characteristics for the strength and a set of partial load

partial

Two methods can be used to evaluate the partial safety

**factors**: ( 1 ) Ys Ww andYu are given by the ratio of the design ... target reliability index Bo ,

characteristics for the strength and a set of partial load

**factors**, the strengthpartial

**factor**can ...### 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 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