## 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 566

This time function is given by : where a is the length of the

This time function is given by : where a is the length of the

**yield**region . This shape function is illustrated in Figure 4 . In several static bending experiments carried on the free hanging flexible pipe the length of the**yield**region ...Page 258

The probability of failure is then defined as Probability Distribution Standard Deviation Plate Slenderness , b / t Normal 20 - 100 0.02 Mean Value P , = P [ M ; 5 0 ] = \\ _ fx ( x ) dx ( 7 ) Material

The probability of failure is then defined as Probability Distribution Standard Deviation Plate Slenderness , b / t Normal 20 - 100 0.02 Mean Value P , = P [ M ; 5 0 ] = \\ _ fx ( x ) dx ( 7 ) Material

**Yield**Suress , O. Lognormal 385 N ...Page 270

Sensitivity 0.8 Inspection of figures 6 shows that the variables that contribute most to the reliability are the material

Sensitivity 0.8 Inspection of figures 6 shows that the variables that contribute most to the reliability are the material

**yield**strength and the two loading variables , the still - water and the wave induced moments .### What people are saying - Write a review

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave