## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

Results 1-3 of 75

Page 62

For the numerical

For the numerical

**examples**, we follow Naess ( 1985 ) , assuming that B - 0.1 m- ' , a - w2 , 5 - 0.05 and ( 1 ) : W. ... expected that the first order response in the second**example**is significantly larger than in the first**example**.Page 64

0.5 0.45 0.4 0.35 0.3 Probability dengity 0.25 convergence is slower in the second

0.5 0.45 0.4 0.35 0.3 Probability dengity 0.25 convergence is slower in the second

**example**where the linear pan is more dominating . In light of the exponential like behaviour of the asymptotic distribution ( see also the pure second ...Page 139

Table 1 Input Parameters for the Tubular Joint

Table 1 Input Parameters for the Tubular Joint

**Example**Brace diameter = 767. mm Brace wall thickness = 45 mm Chord diameter = 1080. mm Chord wall thickness = 45 mm = a , Effective chord length RMS = 1.0 MPa ( see for = 4000mm ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

47 other sections not shown

### Other editions - View all

### 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 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