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 136
APPROACH TO THE PROBLEM DEFINITION Any floating object governed by elastic boundary conditions , when exposed to waves for chosen sea conditions , experiences sets of hydro dynamic forces consisting of a mean drift force , slow varying ...
APPROACH TO THE PROBLEM DEFINITION Any floating object governed by elastic boundary conditions , when exposed to waves for chosen sea conditions , experiences sets of hydro dynamic forces consisting of a mean drift force , slow varying ...
Page 136
APPROACH TO THE PROBLEM DEFINITION response technique , and enables - for identical wave elevation records - direct ... time records of motions / boundary conditions , when exposed to waves for forces , ( Huijsmans et al . , 1986 ) .
APPROACH TO THE PROBLEM DEFINITION response technique , and enables - for identical wave elevation records - direct ... time records of motions / boundary conditions , when exposed to waves for forces , ( Huijsmans et al . , 1986 ) .
Page 141
ASSESSMENT OF WAVE INTERACTION EFFECTS ON TENSION LEG PLATFORMS D. G. Owen and I. A. Padilla - Perez Department of Offshore Engineering Heriot - Watt University Edinburgh , United Kingdom Detail 1 Tether pretension mechanism 8 Ring ...
ASSESSMENT OF WAVE INTERACTION EFFECTS ON TENSION LEG PLATFORMS D. G. Owen and I. A. Padilla - Perez Department of Offshore Engineering Heriot - Watt University Edinburgh , United Kingdom Detail 1 Tether pretension mechanism 8 Ring ...
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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