## 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 626

It is noted that disturbed samples are available for the determination of Gs .

Increasing rate of strength , Cu ' / p ( = a ) Another factor required to predict the

strength profile is the increasing rate of strength Cu / p . the ratio of

to ...

It is noted that disturbed samples are available for the determination of Gs .

Increasing rate of strength , Cu ' / p ( = a ) Another factor required to predict the

strength profile is the increasing rate of strength Cu / p . the ratio of

**shear**strengthto ...

Page 676

K laterals1,000k / ft ; k vort = 2,800kft

relatively small amounts of damping , the inertia loads F , and forcing function F. ,

can be considered to be approximately 180 ° out - of - phase the summation of

loads ...

K laterals1,000k / ft ; k vort = 2,800kft

**SHEAR**DAF : х Z = 1.70 X = 1.42 Forrelatively small amounts of damping , the inertia loads F , and forcing function F. ,

can be considered to be approximately 180 ° out - of - phase the summation of

loads ...

Page 53

The following relation is found to represent the strain contour diagram adequately

well The critical

representation allows for appropriate adjustments of the

The following relation is found to represent the strain contour diagram adequately

well The critical

**shear**surface is represented by R and 4 in the following . Thisrepresentation allows for appropriate adjustments of the

**shear**surface if ...### What people are saying - Write a review

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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