Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 38
Page 188
... dependent events ( foreshocks and aftershocks of the 1957 earthquake ) removed . As might be expected , the null hypothesis ( i.e. , the distribution of events is uniform in space and time ) could not be rejected at the 0.1 , 0.05 and ...
... dependent events ( foreshocks and aftershocks of the 1957 earthquake ) removed . As might be expected , the null hypothesis ( i.e. , the distribution of events is uniform in space and time ) could not be rejected at the 0.1 , 0.05 and ...
Page 189
... dependent events ( aftershocks and foreshocks of the great 1957 earthquake ) were removed from the earthquake catalogs for the study area . However , if a great event ( M ≥ 8 ) occurs , then dependent events of M < 8 will certainly ...
... dependent events ( aftershocks and foreshocks of the great 1957 earthquake ) were removed from the earthquake catalogs for the study area . However , if a great event ( M ≥ 8 ) occurs , then dependent events of M < 8 will certainly ...
Page 197
... dependent , and it shows a maximum de- gradation at the resonant condition . Thus , in the case of dynamic loading , kid , which may be expressed as kic times a frequen- cy - dependent factor , should be used instead of k1 , and Pud ...
... dependent , and it shows a maximum de- gradation at the resonant condition . Thus , in the case of dynamic loading , kid , which may be expressed as kic times a frequen- cy - dependent factor , should be used instead of k1 , and Pud ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire