Leading into the similitude principle of simulated model test of structure, the method was established for calculating the similitude ratio of flexural moment against cracking of the normal section of reinforced concrete flexural members.
引入结构仿真模型试验相似理论,建立了钢筋混凝土受弯构件正截面抗裂弯矩的相似比计算方法。
参考来源 - 钢筋混凝土结构仿真模型试验理论与应用研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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