## 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 |

A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind