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 351
Introduction This paper deals with the reliability analysis of very large floating
structures ( VLFS ) based on collapsing behavior analysis . First , a simplified
estimation method is presented for collapsing behavior of VLFS by using so -
called ...
Introduction This paper deals with the reliability analysis of very large floating
structures ( VLFS ) based on collapsing behavior analysis . First , a simplified
estimation method is presented for collapsing behavior of VLFS by using so -
called ...
Page 359
Proceedings of OMAE2001 : 20th International Conference on Offshore
Mechanics and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil A
SIMPLIFIED METHOD FOR ESTIMATING DETERIORATION OF COLLAPSE
STRENGTH ...
Proceedings of OMAE2001 : 20th International Conference on Offshore
Mechanics and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil A
SIMPLIFIED METHOD FOR ESTIMATING DETERIORATION OF COLLAPSE
STRENGTH ...
Page 365
Then , a simplified method was presented for the residual strength of damaged
members subjected to the compressive load by applying the reduced Perry -
Robertson ' s or Carlsen ' s method . It was also found that the above estimation ...
Then , a simplified method was presented for the residual strength of damaged
members subjected to the compressive load by applying the reduced Perry -
Robertson ' s or Carlsen ' s method . It was also found that the above estimation ...
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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