Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 88
Page 129
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 may also be ...
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 may also be ...
Page 270
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 ) . Gę is the design
ground ...
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 ) . Gę is the design
ground ...
Page 371
be decreased with the scale of structure . Acceptable annual failure probability
Pę 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 becomes ten ...
be decreased with the scale of structure . Acceptable annual failure probability
Pę 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 becomes ten ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
Common terms and phrases
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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind