## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 17

ABSTRACT A simplified strip theory based approach is presented here for the

connections of the longitudinal stiffeners to the transverse web frames is

ABSTRACT A simplified strip theory based approach is presented here for the

**calculation**of the wave - induced ... The fatigue damage induced in theconnections of the longitudinal stiffeners to the transverse web frames is

**calculated**by a ...Page 27

The

domain

dimensional frequency Ka , where K and a denote the wave number and a radius

of sphere ...

The

**calculated**results are compared with those obtained by the frequencydomain

**calculation**method . Figure 2 shows the**calculated**results for non -dimensional frequency Ka , where K and a denote the wave number and a radius

of sphere ...

Page 284

Since Shear 7 Program assumes the riser as straight line , the normal value of

the mode shape to the tangent of the static configuration at each node is

that node .

Since Shear 7 Program assumes the riser as straight line , the normal value of

the mode shape to the tangent of the static configuration at each node is

**calculated**using the in - plane components of the mode shape displacements atthat node .

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

86 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach ASME assessment assumed bending calculated coefficient compared comparison components computed considered Copyright corresponding cylinder damage damping defined dependent depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated example extreme factor failure fatigue Figure floating fluid forces frequency function given heave horizontal important included increase initial International joint length limit linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position predicted present pressure probability problem procedure range ratio reference relative reliability represent respectively response riser risk safety ship shown shows significant simulation soil spectrum standard stiffness strength stress structure surface Table tension tests values variables vertical vessel wave height wind