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 42
In this case , equipment from one system should preferably be installed in one single area . 4.3 Supervision and Control Panels The area for installation of supervision and control system panels , electric panels , and batteries should ...
In this case , equipment from one system should preferably be installed in one single area . 4.3 Supervision and Control Panels The area for installation of supervision and control system panels , electric panels , and batteries should ...
Page 119
Analysis results , including tether section stability , behaviour in installation and extreme conditions , fatigue ... Two methods of installation were studied ; deployment from and co - installed with the TLP , and pre - installed by a ...
Analysis results , including tether section stability , behaviour in installation and extreme conditions , fatigue ... Two methods of installation were studied ; deployment from and co - installed with the TLP , and pre - installed by a ...
Page 531
PILE STICK - UP DESIGN AND INSTALLATION CONSIDERATIONS FOR VERTICALLY PILED JACKETS A. Sachinis , B. R. Olmstead , and R. B. Wegener Offshore Design Services Cape Town , Republic of South Africa INPUT PARAMETERS Static Static Dynamic ...
PILE STICK - UP DESIGN AND INSTALLATION CONSIDERATIONS FOR VERTICALLY PILED JACKETS A. Sachinis , B. R. Olmstead , and R. B. Wegener Offshore Design Services Cape Town , Republic of South Africa INPUT PARAMETERS Static Static Dynamic ...
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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