## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |

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Page 166

z ( m ) Effective tension ( kN ) Envelope of effective tension ( kNm ) Static

- - - -

top end Element 68 EI Table 1 Input Data Total unstretched length 170 m Outer ...

z ( m ) Effective tension ( kN ) Envelope of effective tension ( kNm ) Static

**Mode**1- - - -

**Mode**3 - 20 zim ) - 100 Top end effective tension ( KN ) 0 20 30. Node 69 ,top end Element 68 EI Table 1 Input Data Total unstretched length 170 m Outer ...

Page 402

wavelength of the highest

Extent Minimum Sensor Array Extent 1 / 4th Wavelength of Lowest

Expected a = base functions containing the analytical modal information such as

shapes ...

wavelength of the highest

**mode**of response required to capture . Sensor ArrayExtent Minimum Sensor Array Extent 1 / 4th Wavelength of Lowest

**Mode**Expected a = base functions containing the analytical modal information such as

shapes ...

Page 404

Ional Modal Clarity Index Matrix locations and m

nxm . A matrix [ a ] ; is the basis function for the j ' h

Jnym where , Aji is the basis function of jih

Ional Modal Clarity Index Matrix locations and m

**modes**, and has dimensions ofnxm . A matrix [ a ] ; is the basis function for the j ' h

**mode**. [ a ] =**Mode**Number mJnym where , Aji is the basis function of jih

**mode**at the ith sensor location 5 10 ...### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

50 other sections not shown

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### Common terms and phrases

added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind