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 36
... flow without flow reversal , for which the proposed analysis predicts twelve distinct response peaks ranging from 0.01 Hz to 0.56 Hz . Eleven of these twelve peaks also appear in the model test response spectrum . The magnitudes of the ...
... flow without flow reversal , for which the proposed analysis predicts twelve distinct response peaks ranging from 0.01 Hz to 0.56 Hz . Eleven of these twelve peaks also appear in the model test response spectrum . The magnitudes of the ...
Page 90
... flow field represents a typical example of a bi - dimensional flow on an uneven sea bottom where the vertical distribution of the flow field results in an inhomogeneous flow impinging on the pipe . The most relevant flow feature was ...
... flow field represents a typical example of a bi - dimensional flow on an uneven sea bottom where the vertical distribution of the flow field results in an inhomogeneous flow impinging on the pipe . The most relevant flow feature was ...
Page 415
... flow first occur at low pressure , using 100mm pipe APPENDIX : EXPERIMENTAL CONDITIONS AND RESULTS The data tables ... flow regime transition between slug flow and stratified / annular is very different from what is seen at low pres ...
... flow first occur at low pressure , using 100mm pipe APPENDIX : EXPERIMENTAL CONDITIONS AND RESULTS The data tables ... flow regime transition between slug flow and stratified / annular is very different from what is seen at low pres ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone