## 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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