Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 34
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . ... ( sri - Tri ) / M , i , and $ ; = 8ri / 2M ri Wnio The transverse response is obtained in closed form by superposition of the modal solution ...
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . ... ( sri - Tri ) / M , i , and $ ; = 8ri / 2M ri Wnio The transverse response is obtained in closed form by superposition of the modal solution ...
Page 65
The maximum effect is obtained when o = 0,2 / 2 , in which case yielding will A ' H ' start simultaneously at the compression and the tension faces , see also Ref./61 , and the design criterion reduces to : expansion can be obtained by ...
The maximum effect is obtained when o = 0,2 / 2 , in which case yielding will A ' H ' start simultaneously at the compression and the tension faces , see also Ref./61 , and the design criterion reduces to : expansion can be obtained by ...
Page 458
When Fx ( x ) itself is an extremal distribution , ( Fx ( x ) ) k can be obtained from Fx ( x ) by translation and scaling of its parameters . This is expressed by the following relationship ( e.g. , Gumbel 1958 , Galambos 1978 ) and ...
When Fx ( x ) itself is an extremal distribution , ( Fx ( x ) ) k can be obtained from Fx ( x ) by translation and scaling of its parameters . This is expressed by the following relationship ( e.g. , Gumbel 1958 , Galambos 1978 ) and ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
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