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在定义了中震作用下结构维修失效准则的基础上 ,利用编制的钢筋混凝土框架结构非线性随机地震反应分析程序 ,研究了在役结构在中震作用下的截面维修约束失效的相关性 ,并总结出了可用于可靠性分析的相关性规律。
Based on the definition of failure criterion of structural maintenance under the action of moderate earthquake, the nonlinear stochastic seismic response analysis program of reinforced concrete frame structure was used to study the correlation of the failure of the cross-section maintenance constraint of the existing structures subjected to moderate earthquake Summed up the correlation law that can be used for reliability analysis.