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

被引：0
作者：
Zhou Dao-Cheng [1 ]
Duan Zhong-Dong [1 ]
Ou Jin-Ping [1 ]
机构：
[1] Harbin Inst Technol, Harbin 150090, Peoples R China
来源：
CHINA OCEAN ENGINEERING | 2006年 / 20卷 / 02期
关键词：
steel jacket offshore platform; load effect ratio; target reliability; load and resistance factor; load combination factor;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
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 (lead 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 tire 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.
引用
收藏
页码：199 / 212
页数：14
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