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 37
Tsahalis , D. T. , 1985 , " Vortex - Induced Vibrations Due to Steady and Wave - Induced Currents of a Flexible Cylinder Near a Plane Boundary , " OMAE , Dallas , Texas , U.S.A. , pp . 618-628 . Bryndum , M. B. , Bonde , C. Smitt ...
Tsahalis , D. T. , 1985 , " Vortex - Induced Vibrations Due to Steady and Wave - Induced Currents of a Flexible Cylinder Near a Plane Boundary , " OMAE , Dallas , Texas , U.S.A. , pp . 618-628 . Bryndum , M. B. , Bonde , C. Smitt ...
Page 73
Here the analyses showed acceptable cumulative damages induced by storms during the winter season for scour induced free spans up to 100 m . Furthermore , permanent free spans up to 50 m were found to be acceptable under operating ...
Here the analyses showed acceptable cumulative damages induced by storms during the winter season for scour induced free spans up to 100 m . Furthermore , permanent free spans up to 50 m were found to be acceptable under operating ...
Page 80
Time-Development of Scour Induced Free Spans of Pipeline " ; ASME OMAE Conference Stavanger , 1991 Killerud , K , ; Caroni , G. and oliveri , v .: Inception , Engineering , Implementation " ; Conference , Calgary , 1992 " The Zeepipe ...
Time-Development of Scour Induced Free Spans of Pipeline " ; ASME OMAE Conference Stavanger , 1991 Killerud , K , ; Caroni , G. and oliveri , v .: Inception , Engineering , Implementation " ; Conference , Calgary , 1992 " The Zeepipe ...
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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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Common terms and phrases
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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