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 317
... calculated k - year ( say , ice forces . k - 100 ) However , it is still useful to limit the magnitude of errors introduced by factors , such as calculation methods , over which the analyst has direct control . This paper addresses the ...
... calculated k - year ( say , ice forces . k - 100 ) However , it is still useful to limit the magnitude of errors introduced by factors , such as calculation methods , over which the analyst has direct control . This paper addresses the ...
Page 77
... calculated pipe end location after the deflection and prior to the final alignment and connection differs by approximately 10 m and the calculated curvature is 19 m ( 16 % ) tighter than the actual recorded curvature . This example ...
... calculated pipe end location after the deflection and prior to the final alignment and connection differs by approximately 10 m and the calculated curvature is 19 m ( 16 % ) tighter than the actual recorded curvature . This example ...
Page 83
... calculated as 3.5 ft and the most probable displacement is about 0 ft . For 20 years of exposure , the expected pipe cumulative displacement is found to be 18.3 ft and the most probable displacement is also about 0 ft . Figure 8 ...
... calculated as 3.5 ft and the most probable displacement is about 0 ft . For 20 years of exposure , the expected pipe cumulative displacement is found to be 18.3 ft and the most probable displacement is also about 0 ft . Figure 8 ...
Contents
ICE PROPERTIESII | 31 |
Simple Beam Tests on Type S3 Sea | 63 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle approximately Arctic assumed average beam calculated coefficient Cold conducted Conference constant crack creep crushing curves deflection deformation dependence determined developed drift dynamic effect elastic energy Engineering equation estimated experimental experiments factor failure field Figure flexural flow force fracture friction function given grain heat horizontal ice force ice loads ice sheet iceberg impact increase indicates International island layer length limit linear material mean measured Mechanics method motion normal Norton Sound observed obtained Ocean Offshore operating oriented panel parameters plate POSITION presented pressure properties range ratio reference region reinforced relative Report Research response saline samples scale sea ice shape ship shown shows specimen speed spray strain rate strength stress structure surface Table temperature tests thermosyphon thickness tion transfer values vertical wind