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本文引入与基体强度有关的增强项的概念,使配筋钢纤维混凝土构件极限承载力和正常使用极限状态的计算方法得到了统一,并分析了本文建议方法的可靠度水平。
In this paper, the concept of reinforcement related to the strength of the matrix is introduced, and the calculation methods for ultimate bearing capacity and normal service limit state of steel-fiber reinforced concrete members are unified, and the reliability level of the proposed method is analyzed.