摘要
通过建立钢筋混凝土结构构件损伤值概念,在结构构件综合损伤指标的基础上提出了服从威布尔分布的地震损伤失效概率模型,初步探讨了利用该模型对结构构件进行损伤等级划分,从而在实际结构构件设计和震后结构构件可靠性评估的方法,并给出了算例.
In this paper a new conception about the value of damage was established on the members of Reinforced Concrete (R.C) structure. Considering the synthetic damage factors of R.Ci a model based on probability of seismic damage failure was created, which complies with the distrubition of Weibull. With this model members of R.C structures were divided by their damage degrees. This method can be applied in designing the members of R.C stuctures or the reliability of them afer the earthquake. Some examples were also given.
出处
《昆明理工大学学报(理工版)》
2001年第2期43-46,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)