## 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 ( Sat ) for a

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

ground ...

The basic RAM equation that define the design elastic horizontal response

spectral ordinate ( Sat ) for a

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

ground ...

Page 371

104 n redundancy of

B = 3.5 is obtained for semisubmersible by taking T = 20 . This proposed

equation presents strict safety target as CIRIA . If the loss become ten times larger

...

104 n redundancy of

**structure**, Bo is base safety factor . Based on this equationB = 3.5 is obtained for semisubmersible by taking T = 20 . This proposed

equation presents strict safety target as CIRIA . If the loss become ten times larger

...

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