Shear beam model for interface failure was used for the earthquake occurring analysis in this paper.
将剪切梁层间失效模型用于分析地震的发生。
Shear beam model for interface failure was used for the earthquake occurring analysis considering the crucial parameters that affect this model in this paper.
用剪切梁层间失效模型来分析地震的发生并考虑关键参数的变化对模型的影响。
A calculation model for the interfacial shear stress of the reinforced concrete beam strengthened with prestressed CFRP sheets was built based on the elasticity theory after releasing and loading.
采用弹性理论方法，建立了预应力碳纤维布加固钢筋混凝土梁在放张和承载后界面剪应力的理论计算模型。
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