## 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 589

L1 е ΔZ Water Surface ΔΧ L2 Weight Fluid Force Figure 3 --

Lifeboat During Water Entry Figure 4 --

Loading induced during the rotation phase is increased which causes the lifeboat

to ...

L1 е ΔZ Water Surface ΔΧ L2 Weight Fluid Force Figure 3 --

**Geometry**of theLifeboat During Water Entry Figure 4 --

**Geometry**for Evaluation of PassengerLoading induced during the rotation phase is increased which causes the lifeboat

to ...

Page 54

The stochastic variables consist of variables such as the significant wave height ,

the peak period etc. , whereas the deterministic parameters represent quantities

such as those defining the foundation

The stochastic variables consist of variables such as the significant wave height ,

the peak period etc. , whereas the deterministic parameters represent quantities

such as those defining the foundation

**geometry**. The statistical distributions of ...Page 114

It is shown that deterministic crack trajectories can be obtained conditional on the

initial crack

propagate cracks and estimate the probability (reliability) that a function of the

crack ...

It is shown that deterministic crack trajectories can be obtained conditional on the

initial crack

**geometry**. The conditional crack trajectories can be used topropagate cracks and estimate the probability (reliability) that a function of the

crack ...

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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