## 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 108

It is

the case of a multi - linear S - N model , it is

Xic , represent uncertainties of all segments so that k ; = X fk Mkj and InC ; = X ...

It is

**assumed**that these parameters are correlated ( Karadeniz et al . , 1983 ) . Inthe case of a multi - linear S - N model , it is

**assumed**that two variables , XQ andXic , represent uncertainties of all segments so that k ; = X fk Mkj and InC ; = X ...

Page 372

016 An international airport is

airport daily . Average time spent by each departing passenger in the airport is

...

016 An international airport is

**assumed**. 48000 persons are**assumed**to use theairport daily . Average time spent by each departing passenger in the airport is

**assumed**3 hours and 2 hours for arriving passenger , annual exposure to activity...

Page 428

It is

the loads from the design situations from the eight directional sectors and that the

design waves are modelled by a regular wave theory as for instancc Stokes 5ch ...

It is

**assumed**that an offshore platform is designed by checking the platform forthe loads from the design situations from the eight directional sectors and that the

design waves are modelled by a regular wave theory as for instancc Stokes 5ch ...

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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