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Response of concrete gravity platforms to earthquake excitations

Journal Article · · J. Pet. Technol.; (United States)
DOI:https://doi.org/10.2118/6316-PA· OSTI ID:6284198

An analytical study conducted by Ove Arup and Partners and Shell Oil Co. suggests that concrete gravity production platforms can be designed to withstand earthquake forces in waters 3300 to 6600 ft (100 to 200 m) deep. The major variables governing the system's earthquake response are the foundation compliance, base mass, and damping behavior. In low ranges of soil stiffness, foundation instability limits the technical feasibility, whereas in high ranges, structural loads (especially leg moments) govern the design. Motions at deck level require special attenton to the design of topside facilities, especially the drilling derrick, transmission mast, and deck cranes. Conductor and marine-riser designs must consider special precautions for relative motions between the structure and the mudline under extreme loads.

OSTI ID:
6284198
Journal Information:
J. Pet. Technol.; (United States), Journal Name: J. Pet. Technol.; (United States) Vol. 30; ISSN JPTJA
Country of Publication:
United States
Language:
English

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