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

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Page 660

Introducing the straindisplacement relation and the stress - strain relation for an axisymmetric thin shell element , mass

Introducing the straindisplacement relation and the stress - strain relation for an axisymmetric thin shell element , mass

**matrix**and stiffness**matrix**of the shell are finally represented in the local coordinate system as follows ...Page 663

( fin ) } = ( S ] { p'n ' -- ( 52 ) where ( S ] : diagonal

( fin ) } = ( S ] { p'n ' -- ( 52 ) where ( S ] : diagonal

**matrix**relating to a product of radius of the rotational shell and length in meridional line of the element . fin ) is rewritten by substituting ...Page 277

RELIABILITY ANALYSIS OF GRILLAGES BY USING STOCHASTIC TRANSFER

RELIABILITY ANALYSIS OF GRILLAGES BY USING STOCHASTIC TRANSFER

**MATRIX**METHOD Tieyun Chen Shanghai Jiao Tong University People's Republic of China 61-6 : 0 61 :: 1 1 I 1 MODELLING. 1991 OMAE Volume II , Safety and Reliability ASME – 1991 ...### What people are saying - Write a review

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### 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

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### 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