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Calibration of LRFD format for steel jacket offshore platform in china offshore area (2): load, resistance and load combination factors

  • Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

Adopting the load and resistance factor design format, the design method for steel jacket platform structures is developed. Firstly, the limit state equations and design format for steel jacket platform structures are introduced. Then, the ratio of live load effect to dead load effect is estimated . The target reliabilities for design of offshore structures in China offshore area are calibrated by past practice in API RP2A-WSD code. The load and resistance factors are optimized by minimizing the difference within the target reliability and the resulting reliability over the range of load effect ratios. Considering the concurrence of different loads, load combination factors are obtained through an optimization process, and the relation between the load combination factor and load correlation coefficient is established. Finally, the design formulae for steel jacket structures in China offshore area are recommended.

Original languageEnglish
Pages (from-to)199-212
Number of pages14
JournalChina Ocean Engineering
Volume20
Issue number2
StatePublished - Jun 2006

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy

Keywords

  • Load and resistance factor
  • Load combination factor
  • Load effect ratio
  • Steel jacket offshore platform
  • Target reliability

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