摘要
在对Ｍｉｎｅｒ准则进行修正的基础上，建立起损伤动态干涉模型，并应用蒙特卡罗法求解动态可靠度，以此作为服役期间混凝土结构疲劳损伤的评定标准．
Based on the modification of Miner's cumulative damage model, a dynamic interferential model of concrete damage was established in this paper. By using of Monte Carlo method and the present model, the dynamic reliability can be calculated and considered as an assessment criterion of fatigue damage of concrete structure in service.
出处
《昆明理工大学学报（理工版）》
2001年第5期70-73,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
云南省自然科学基金(项目编号:98E004Z)
