它建立在临界态理念和分项系数法的基础之上。
It is based on the limit state concept used in conjunction with a partial factor method.
本文基于现行抗震规范设计方法，运用荷载抗力分项系数法对结构损伤可靠度进行了研究。
This paper studies reliability - based damage performance design of structures with load and resistance factor design method.
文中提出由递推法分层土模型计算分抗力分项系数，物理概念明确计算方法合理，结果可信。
The partial coefficients of resistance obtained by recurrence analysis method have clear physical concepts. The calculation method is reasonable and the obtained results are credible.
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