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 124
Numerous myths and misconceptions have evolved over the last twenty - five years of computer use by engineers . ... Does it really matter that engineering professionals are generally not at the cutting edge of ...
Numerous myths and misconceptions have evolved over the last twenty - five years of computer use by engineers . ... Does it really matter that engineering professionals are generally not at the cutting edge of ...
Page 125
а ENGINEERING SOFTWARE QUALITY ASSURANCE ( QA ) , QUALITY CONTROL ( QC ) , AND VERIFICATION The Problem sufficient justification for purchasing software product that could cause unsafe engineering designs to be produced .
а ENGINEERING SOFTWARE QUALITY ASSURANCE ( QA ) , QUALITY CONTROL ( QC ) , AND VERIFICATION The Problem sufficient justification for purchasing software product that could cause unsafe engineering designs to be produced .
Page 127
( g ) Professional engineering societies must establish and aggressively promote guidelines for the proper use of engineering tools such as computers which can have the potential for causing a serious degradation of engineering quality on ...
( g ) Professional engineering societies must establish and aggressively promote guidelines for the proper use of engineering tools such as computers which can have the potential for causing a serious degradation of engineering quality on ...
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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