Offshore Pile System Reliability

by Wilson H. Tang, Univ of Illinois, Champaign-Urbana, United States,
Robert B. Gilbert, Univ of Illinois, Champaign-Urbana, United States,



Document Type: Proceeding Paper

Part of: Probabilistic Mechanics and Structural and Geotechnical Reliability

Abstract:

The existing design methodology for offshore pile foundations is evaluated relative to the ultimate performance of the foundation system using reliability techniques and data from three existing platforms.

Subject Headings: Offshore structures | System reliability | Pile foundations | Offshore platforms | Structural reliability | Foundation design | Existing buildings | Structural models

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