## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 2-3American Society of Mechanical Engineers, 1997 - Arctic regions |

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Page 152

L M da – id - a = H , ( w ;; Ox ) VSx ( wil ; Ox ) valwi , Ox ) ' i = 1 k = 1 ( 17 )

However , taking account of

follows Another approach to the problem of estimating the combined extreme

response ...

L M da – id - a = H , ( w ;; Ox ) VSx ( wil ; Ox ) valwi , Ox ) ' i = 1 k = 1 ( 17 )

However , taking account of

**equation**( 15 ) , we may rewrite**equation**( 16 ) asfollows Another approach to the problem of estimating the combined extreme

response ...

Page 56

However , the results by Hagiwara's

the same assessed data . ... same as the one estimated by Hagiwara's

because both

...

However , the results by Hagiwara's

**equation**( E4 ( 2 ) ] were unconservative forthe same assessed data . ... same as the one estimated by Hagiwara's

**equation**,because both

**equations**coincide in value for a range bellow the stress value LA...

Page 57

J. Naval Arch . of Japan , 155 : 334 , 1984 .

be larger than the material yield stress for these points , but we made a cut off in

the estimation value whenever the estimated stress by Hagiwara's

...

J. Naval Arch . of Japan , 155 : 334 , 1984 .

**equation**the estimated stress shouldbe larger than the material yield stress for these points , but we made a cut off in

the estimation value whenever the estimated stress by Hagiwara's

**equation**were...

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### Contents

SPECTRAL MODELLING OF WAVES | 1 |

RISK ANALYSIS | 33 |

PROBABILISTIC MODELLING OF WAVES | 99 |

Copyright | |

17 other sections not shown

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analysis applied approach assessment assumed bending calculated carried compared condition considered corrosion crack critical curve damage defects depth determined developed direction distribution earthquake effect element energy Engineering equation estimated evaluated experiment factor failure fatigue Figure force fracture frequency function given growth heat increase indicates initiation inspection International Japan joints length limited loading maintenance material maximum mean measured mechanical method notch observed obtained offshore operations parameters performed period pipe plate platform position prediction present pressure probability procedure properties range relative reliability reported Research respectively response risers safety ship shown shows side simulation specimens spectra standard statistical steel strain strength stress structure surface Table temperature term thickness toughness underwater wave weld metal welded joints yield