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
... Induced Vibrating Pipeline , " OMAE , The Hague , Netherlands , Vol . II , pp . 319-326 . Tsahalis , D. T. , 1985 , " Vortex - Induced Vibrations Due to Steady and Wave - Induced Currents of a Flexible Cylinder Near a Plane Boundary ...
... Induced Vibrating Pipeline , " OMAE , The Hague , Netherlands , Vol . II , pp . 319-326 . Tsahalis , D. T. , 1985 , " Vortex - Induced Vibrations Due to Steady and Wave - Induced Currents of a Flexible Cylinder Near a Plane Boundary ...
Page 74
... induced free span length , m 90 100 Effect of water depth on cumulative damage for a scour induced free span Storm build - up profile 0 10 20 30 Time , hr 40 50 60 110 Max . free span length induced by 0.6 D scour 100 90 80 70 70 40 ...
... induced free span length , m 90 100 Effect of water depth on cumulative damage for a scour induced free span Storm build - up profile 0 10 20 30 Time , hr 40 50 60 110 Max . free span length induced by 0.6 D scour 100 90 80 70 70 40 ...
Page 80
... induced by waves . The implications of the concept of self - lowering is evident . It is therefore strongly recommended that further efforts are made in the field of numerical modelling . It is in this context suggested to improve the ...
... induced by waves . The implications of the concept of self - lowering is evident . It is therefore strongly recommended that further efforts are made in the field of numerical modelling . It is in this context suggested to improve the ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone