## 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 571

It is used together with the linear and geometrical stiffness matrices . an A finite

element procedure is proposed for earthquake response analyses of three -

dimensional frames with geometrical and

nonlinear ...

It is used together with the linear and geometrical stiffness matrices . an A finite

element procedure is proposed for earthquake response analyses of three -

dimensional frames with geometrical and

**material**nonlinearities . First , anonlinear ...

Page 286

Firstly , the behavior of the

e.g. coefficients in crack propagation law ) described by the same probability

density functions as initially at the design state of the structure . This model is

called ...

Firstly , the behavior of the

**material**in the structural member has characteristics (e.g. coefficients in crack propagation law ) described by the same probability

density functions as initially at the design state of the structure . This model is

called ...

Page 342

NOK / DAY 27 Gas Pipeline Engineering 20 45 Gas Pipeline Engineering 28 Gas

Pipeline

Engineering 150 2 Engineering NOK / MHR 52 Subsea Engineering 32 Template

.

NOK / DAY 27 Gas Pipeline Engineering 20 45 Gas Pipeline Engineering 28 Gas

Pipeline

**Materials**20 41 Oil Pipeline ...**Material**NOK / MTON 31 SubseaEngineering 150 2 Engineering NOK / MHR 52 Subsea Engineering 32 Template

.

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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