## 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 438

753 6 . 225 frequencies and mode shapes . Okamura et al . [ 5 ] found the local

flexibility for the axial and bending behaviors in a rectangular

They examined the variation of the first natural frequency of a free - free

...

753 6 . 225 frequencies and mode shapes . Okamura et al . [ 5 ] found the local

flexibility for the axial and bending behaviors in a rectangular

**beam**, separately .They examined the variation of the first natural frequency of a free - free

**beam**as...

Page 439

where t , is the wall thickness of the

For the vertical vibration of the

normal load and the shear stress can be neglected ; therefore , only the first crack

...

where t , is the wall thickness of the

**beam**, and G the strain energy release rate .For the vertical vibration of the

**beam**, the crack is mainly subjected to an axialnormal load and the shear stress can be neglected ; therefore , only the first crack

...

Page 669

AN INTERFACE

VISCOELASTIC SOIL - STRUCTURE INTERACTIONS Halil Karadeniz

Department of Civil Engineering Delft University of Technology DELFT I The

NETHERLANDS ...

AN INTERFACE

**BEAM**ELEMENT FOR THE DYNAMIC ANALYSIS OFVISCOELASTIC SOIL - STRUCTURE INTERACTIONS Halil Karadeniz

Department of Civil Engineering Delft University of Technology DELFT I The

NETHERLANDS ...

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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