## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 248

Depth = 30 m Depth = 30 m Cnoidal Stream IX Stokes V Taylor New Wave Cnoidal Stream IX Stokes V Taylor 2nd New Wave 10 15 20 25 30 35 200 400 600 800 1000 1200 Bending Moment ( MNm )

Depth = 30 m Depth = 30 m Cnoidal Stream IX Stokes V Taylor New Wave Cnoidal Stream IX Stokes V Taylor 2nd New Wave 10 15 20 25 30 35 200 400 600 800 1000 1200 Bending Moment ( MNm )

**Shear**Force ( IN ) 4a 5a Depth = 42 m Depth = 42 m ...Page 309

... Science and Technology Trondheim , Norway Nina Kristin Langhelle Division of Structural Engineering MARINTEK Trondheim , Norway ABSTRACT The paper focuses on the behaviour of aluminium plate girders , predominantly loaded in

... Science and Technology Trondheim , Norway Nina Kristin Langhelle Division of Structural Engineering MARINTEK Trondheim , Norway ABSTRACT The paper focuses on the behaviour of aluminium plate girders , predominantly loaded in

**shear**.Page 335

Let S ; be the acting

Let S ; be the acting

**shear**force due to wave loading and R ; the**shear**capacity , and assume both are lognormally distributed . The safety margin can be defined as , ps = = 20l - by ) ( 16 ) Hj i = 1 M ; = Ln ( R ; ) - Ln ( S ...### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind