## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |

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Page 370

Then a certain order derivative or partial derivative , of the

existing in a fundamental relation , with respect to the coordinate

arbitrary discrete point can be expressed as the weighted linear sum of the

values of ...

Then a certain order derivative or partial derivative , of the

**variable**functionexisting in a fundamental relation , with respect to the coordinate

**variables**at anarbitrary discrete point can be expressed as the weighted linear sum of the

values of ...

Page 378

Numerical results are also presented . where No is the number of degrees of

freedom and tā the values of

the Nn nodes . The

functions ...

Numerical results are also presented . where No is the number of degrees of

freedom and tā the values of

**variable**function and / or its possible derivatives atthe Nn nodes . The

**variable**function can be a set of ap propriate analyticalfunctions ...

Page 684

As a result , most empirical prediction models ( e . g . , 2 - 4 ) include a number of

physical

two -

As a result , most empirical prediction models ( e . g . , 2 - 4 ) include a number of

physical

**variables**or indices . ... Slightly better performance was achieved in atwo -

**variable**method proposed by White and Kay ( 6 ) that identified 26 of 27 ...### What people are saying - Write a review

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analysis anchor applied assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defects deformation depth determined developed direction displacement distribution dynamic effect element Engineering equation estimated evaluation factor failure fatigue field Figure finite element flexible fracture function geometry given Grade heat increase initial installation insulation integrity International joint length limit load locations material maximum mean measured mechanical method mooring observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability represent residual resistance respectively riser rope safety shown shows side simulation solution specimens stage standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium uncertainties variable weld