摘要
本文从随机变量概念出发,应用基于概率理论的极限状态设计法,对大直径墩柱建筑物抗滑稳定性的可靠度分析进行初步探讨,最后给出可靠指标的初步成果,可供《港工结构设计统一标准》编制时参考。
Proceeding with a conception, of random variable, this paper carries out a preliminary investigation on the reliability of resistance to sliding for the large-diameter pier column structure in utilizing the limit design based on probability theory. Then, the preliminary results of reliability index were given out and these data will be useful in compiling the handbook 'Standards for Structural Design in Port Engineering'.
出处
《水运工程》
北大核心
1990年第2期46-51,共6页
Port & Waterway Engineering
