钢筋混凝土结构随机时变强度分析
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摘要
通过对引起钢筋混凝土结构强度衰减的多因素分析,在引用剩余强度模型的基础上本文对钢筋混凝土6种基本构件的随机时变强度进行了分析,并提出了实用计算方法
In this paper,after analysis of multiple factors causing strength degradation,random time dependent strength of 6 kinds of basic reinforced concrete elements was analysized on the basis of “resident strength model”.A simple and practical caculating method is proposed.
引文
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