Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 309
For example in case 1 , m11 , cu and ku have the smallest absolute errors since the impulse is applied at point 1. The reason for this phenomenon is that the point at which the impulse is applied contains rich information while the ...
For example in case 1 , m11 , cu and ku have the smallest absolute errors since the impulse is applied at point 1. The reason for this phenomenon is that the point at which the impulse is applied contains rich information while the ...
Page 728
4 PLATE DEFLECTION VERSUS TIME FOR EACH OF THE APPLIED BEARING PRESSURES . of deflection when extrapolated to longer periods of elapsed time . A hyperbolic relationship between deflection ( y ) and time ( t ) given by : у = t , ( a + bt ) ...
4 PLATE DEFLECTION VERSUS TIME FOR EACH OF THE APPLIED BEARING PRESSURES . of deflection when extrapolated to longer periods of elapsed time . A hyperbolic relationship between deflection ( y ) and time ( t ) given by : у = t , ( a + bt ) ...
Page 729
OOOOO O O 0.88 MPa 2 3 APPLIED PRESSURE ( MPa ) FIG . 7 MODULUS OF SUBGRADE REACTION VERSUS APPLIED BEARING PRESSURE FOR ONE HOUR AND " ATTENUATED " TIMES . 1.00 MP 2.80 MPa 3.44 MP 20 40 60 80 100 ELAPSED TIME IN DAYS conditions ...
OOOOO O O 0.88 MPa 2 3 APPLIED PRESSURE ( MPa ) FIG . 7 MODULUS OF SUBGRADE REACTION VERSUS APPLIED BEARING PRESSURE FOR ONE HOUR AND " ATTENUATED " TIMES . 1.00 MP 2.80 MPa 3.44 MP 20 40 60 80 100 ELAPSED TIME IN DAYS conditions ...
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Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production range reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight