## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |

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**loads**computed by simple von Mises plasticity fall in between those computed by Prevost ( 1980 ) ... As expected under increasing eccentricity the ultimate**load**reduces , though the**load**- displacement curve is the same for all ...Page 188

( as determined from a finite element analysis , Masterson and Strandberg , 1979 ) under

( as determined from a finite element analysis , Masterson and Strandberg , 1979 ) under

**load**Po . ( 15 ພ ( ໘ ) w ( 0 ) a - d The elastic deflection of the platform may be determined from n ) 2 ( N - 2 ) ( N( 21 W. 1 ) ( -- ( 92 ) ...Page 191

16 + 1 P ,- = 1018.75 KN for

16 + 1 P ,- = 1018.75 KN for

**Load**Case I The theoretical deflection at infinity for both**load**cases is : n ( 23 - P W 10 ( 0 ) - W 23 ( 0 ) = 525mm**Load**Case I & II 23 → P , = 708.7 KN for**Load**Case II e ) Elastic Stress Response of ...### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY PART | 3 |

ARCTIC STRUCTURES AND OPERATIONS II | 31 |

Arctic and Antarctic Development | 39 |

Copyright | |

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analysis angle applied Arctic assumed average beam behavior boundary calculated compared compressive computed conducted considered constant crack creep crushing deflection density dependent depth described determined direction displacement distribution effect elastic element energy Engineering equation experimental experiments failure field Figure finite floe fluid force foundation fracture freezing frequency function given grain heat horizontal ice sheet iceberg impact included increase indicates initial interaction island layer length load locations material maximum mean measured Mechanics method mode natural numerical observed obtained occur Offshore parameters performed platform predicted present pressure problem range relative reported Research resistance respectively response saline sample shear shown shows Simulated slab soil solution specimens strain rate strength stress structure surface Table temperature tests thickness velocity vertical