## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |

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Page 1

STOCHASTIC

STOCHASTIC

**STORM**PROFILES FOR STRAIN ACCUMULATION IN CLAY Knut O. Ronold * Det norske Veritas Hovik , Norway Steven R. Winterstein Department of Civil ...Page 2

a = Vhota Figure 1 Typical

a = Vhota Figure 1 Typical

**storm**profiles ( 3b ) in terms of the spectral moments are of U ( ) . Estimation of these quantities is discussed in Section 2.3 ...Page 4

Note that it appears somewhat wider than that shown in Figure 1 , based on actual

Note that it appears somewhat wider than that shown in Figure 1 , based on actual

**storm**data at a similar North Sea location ( Ronold and Haver , 1991 ) .### What people are saying - Write a review

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### Contents

Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |

Probabilistic Analysis of Local Ice Pressures | 7 |

Copyright | |

54 other sections not shown

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### Common terms and phrases

accident analysis applied approach approximation assessment associated assumed calculated combined component computed considered corresponding cost crack curve damage defined depends described determined developed direction distribution drilling effect element Engineering equation error estimated evaluation event example expected extreme factors failure fatigue Figure forces fracture frequency function given important increase initial inspection installation integrity joint length limit linear load material maximum mean measurements mechanics method normal observed obtained occur offshore operations optimal parameters performed period pipeline platform possible practical predicted present pressure probabilistic probability problem procedure production random range reliability repair represents respectively response risk safety sample selected ship shown shows significant simulation standard statistical steel storm strength stress structural surface Table tendon uncertainty unit variables wave wave height weld