## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 126

8 shows the coexistence of two attractors for identical parameter values of an ITM tanker subject to following wind and waves in the autonomous

8 shows the coexistence of two attractors for identical parameter values of an ITM tanker subject to following wind and waves in the autonomous

**mode**. We performed two simulations for different initial values of heading angle ( 0 ) = 6o ...Page 320

FIG 6 SERIES SYSTEM IDEALIZATION OF STIFFENED PLATE INITIAL COLUMN IMPERFECTION

FIG 6 SERIES SYSTEM IDEALIZATION OF STIFFENED PLATE INITIAL COLUMN IMPERFECTION

**MODES**4.0 3.8 -j 3.7-1 3.6 3.5 i 3.4 3.3 ... symmetric about the support and, in this case, the design point profile tends towards the anti-symmetric**mode**.Page 395

in three independent steps : - in a first step , the collapse

in three independent steps : - in a first step , the collapse

**modes**are computed once and for all ; - in a second step , the linear limit state function attached to each collapse**mode**is analyzed using the RACKWITZ FIESSLER algorithm ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

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acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind