## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 574

This dual criteria is usually provided for by designing a structure where the

deformations within acceptable levels and satisfy a set of yield or

for the maximum expected level of the earthquake ground motion . Therefore ...

This dual criteria is usually provided for by designing a structure where the

deformations within acceptable levels and satisfy a set of yield or

**buckling**criteriafor the maximum expected level of the earthquake ground motion . Therefore ...

Page 599

In cases where there is an interaction between the plasticity /

member and yielding of the joints , the response cannot be predicted by

simplified procedures . An analysis capability was developed to provide accurate

and ...

In cases where there is an interaction between the plasticity /

**buckling**of themember and yielding of the joints , the response cannot be predicted by

simplified procedures . An analysis capability was developed to provide accurate

and ...

Page 326

These obtained from the deterministic analysis can be summarised as follows :

the post yield /

members time before d were Reliability calculations were performed using

RASOS ...

These obtained from the deterministic analysis can be summarised as follows :

the post yield /

**buckling**strength maximises structure's endurance collapse . ofmembers time before d were Reliability calculations were performed using

RASOS ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces