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 85
Page 73
Table 2 – Seismic Risk Category , SRC Site Seismic Zone Exposure Category L3
| L2 11 RELIABILITY - BASED DESIGN A strict reliability - based approach was
followed in developing the ISO seismic design guidelines . In this approach , the
...
Table 2 – Seismic Risk Category , SRC Site Seismic Zone Exposure Category L3
| L2 11 RELIABILITY - BASED DESIGN A strict reliability - based approach was
followed in developing the ISO seismic design guidelines . In this approach , the
...
Page 74
The latter objective is specified in terms of minimum SLE return periods as shown
in Table 5 . The return periods listed in Table 5 are related to Exposure Category
and were subjectively selected by ISO Panel 5 to guard against the risk of ...
The latter objective is specified in terms of minimum SLE return periods as shown
in Table 5 . The return periods listed in Table 5 are related to Exposure Category
and were subjectively selected by ISO Panel 5 to guard against the risk of ...
Page 257
In this table , the MITF and downtime parameters indicate substantial variability
for the reliability among the 13 BOPs in the database . SINTEFs studies show a
clear trend in improving reliability of BOPs over the 1980s decade , and this is ...
In this table , the MITF and downtime parameters indicate substantial variability
for the reliability among the 13 BOPs in the database . SINTEFs studies show a
clear trend in improving reliability of BOPs over the 1980s decade , and this is ...
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 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