Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 1204
... effect indicates the level of utilisation . g ( t ) < 1 imply a safe design and g ( t ) > 1 imply failure . The code checks for combined loading is hence equivalent to extreme value prediction ( e.g. the 100 year return period value ) ...
... effect indicates the level of utilisation . g ( t ) < 1 imply a safe design and g ( t ) > 1 imply failure . The code checks for combined loading is hence equivalent to extreme value prediction ( e.g. the 100 year return period value ) ...
Page 1214
Table 3 - Load effect factors P - load F - load effect effect E - load A - load effect effect Limit state 1 ) 2 ) Χρ YF YE YA 1.05 1.1 1.3 NA 1.0 1.0 1.0 1.0 ULS SLS & ALS 1 ) If the functional load effect reduces the combined load effects ...
Table 3 - Load effect factors P - load F - load effect effect E - load A - load effect effect Limit state 1 ) 2 ) Χρ YF YE YA 1.05 1.1 1.3 NA 1.0 1.0 1.0 1.0 ULS SLS & ALS 1 ) If the functional load effect reduces the combined load effects ...
Page 1217
... EFFECT Fundamental principles In design , the combined set of characteristic load effects must form a load condition that should rarely be exceeded , i.e. the generalised load effect must reflect the most probable extreme load effect ...
... EFFECT Fundamental principles In design , the combined set of characteristic load effects must form a load condition that should rarely be exceeded , i.e. the generalised load effect must reflect the most probable extreme load effect ...
Contents
OMAE2000OSU OFT3007 | 878 |
I | 879 |
OMAE2000OSU OFT4061 147 | 894 |
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