Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 338
The problem of planning an arctic offshore pipeline system has several features which create a need for optimization model to assist in decision making . Among these features are : an on the decision The following comments parameters ...
The problem of planning an arctic offshore pipeline system has several features which create a need for optimization model to assist in decision making . Among these features are : an on the decision The following comments parameters ...
Page 112
The boundary conditions at the interface between electrolyte and metal can be assumed of two types , u u on li ( 2 ) 치 9 = k au an q on 12 where r = Ti + 12 is the total boundary or surface of the problem .
The boundary conditions at the interface between electrolyte and metal can be assumed of two types , u u on li ( 2 ) 치 9 = k au an q on 12 where r = Ti + 12 is the total boundary or surface of the problem .
Page 124
Is the apathy due to a belief that there are no problems after major investments are made to procure computer ... to solve certain type of problem without error for one set of data , it will solve exactly the same type of problem with ...
Is the apathy due to a belief that there are no problems after major investments are made to procure computer ... to solve certain type of problem without error for one set of data , it will solve exactly the same type of problem with ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding