首页> 外文会议>The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)论文集 >STUDY ON PREDICTION OF DETERIoRATED RC STRUCTURES RECEIVED CHLORIDE INDUCED DAMAGE BASED ON RELIABILITY THEORY
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STUDY ON PREDICTION OF DETERIoRATED RC STRUCTURES RECEIVED CHLORIDE INDUCED DAMAGE BASED ON RELIABILITY THEORY

机译:基于可靠度理论的确定的RC结构接收到的氯化物引起的损伤的预测研究

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摘要

The method to predict the damage level of deteriorated structure received chlorideinduced damage iS proposed in this paper.The deterioration phenomenon of structures inactual environment iS varied widely.Therefore,the stochastic method iS carried out in ordertO consider the actual structure with uncertainty in nature.Three parameters.Equivalentdiffusion coefficient,Error of cover thickness and Threshold chloride ion density iS modelledas stochastic parameters.
机译:本文提出了预测劣化结构损伤损伤的方法。本文提出了抗氯化物损伤的损伤。结构暂时环境的恶化现象是广泛的多样化。因此,执行随机方法,以考虑具有不确定性的实际结构。三参数。覆盖厚度和阈值氯离子密度的误差,围绕误差是Modelledas随机参数。

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