摘要
本文导出了基于有限层法的结构可靠度分析公式,编制出随机有限层法计算程序RFL,并以此对弹性地基厚板进行了可靠度计算。
This paper presents some structural reliability analysis formulas based on random finite layer. Computational program RFL of random finite layer is compiled, and a thick plate on elastic boundation is solved by using this program.
出处
《水利学报》
EI
CSCD
北大核心
1993年第7期10-17,共8页
Journal of Hydraulic Engineering