钢筋混凝土结构构件的震害损伤失效分析
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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.
引文
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    [2]牛荻涛,欧进萍.非线性钢筋混凝土抗震结构的随机破损分析与设计[M].哈尔滨建筑工程学院学报,1991,(9):8~16.
    [3] Young-Ji Park, Alfredo H S Ang. Mechanistic Seismic Damage Modes for Reinforced Concrete [J]. Journal of StructuralEngineering. ASCE, 1985, APril: 45-57.
    [4]傅惠民,高镇同.确定威布尔分布三参数的相关系数优化法[J].航空学报,1990,11(7):323~327.
    [5]章在墉.地震危险性分析及其应用[M].上海:同济大学出版社,1996.222~252.

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