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 47
... distribution around and along the pipe , which affects the transition length , see eqs . 20 , 21 and 22 ; equivalent ... distribution factor can be introduced to represent the strain distribution along the pipe joint . This factor is ...
... distribution around and along the pipe , which affects the transition length , see eqs . 20 , 21 and 22 ; equivalent ... distribution factor can be introduced to represent the strain distribution along the pipe joint . This factor is ...
Page 459
... distributions using the method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered ...
... distributions using the method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered ...
Page 461
... distribution without correction 11.55 14.89 18.18 with correction 11.90 14.86 17.77 without Type II distribution correction 11.34 15.66 21.49 with correction 11.97 16.34 22.18 Figure 1 Extreme Type I probability paper plot of the ...
... distribution without correction 11.55 14.89 18.18 with correction 11.90 14.86 17.77 without Type II distribution correction 11.34 15.66 21.49 with correction 11.97 16.34 22.18 Figure 1 Extreme Type I probability paper plot of 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