Steel Reinforced Concrete (SRC) structures have advantage over Reinforced Concrete (RC) structures in strength and ultimate deflection capacity, at present, Steel Reinforced Concrete structures have obtained many application in practice.
型钢混凝土结构具有比普通钢筋混凝土结构更高的承载力和极限变形能力。
参考来源 - 型钢混凝土柱弯矩—曲率曲线有限元分析·2,447,543篇论文数据，部分数据来源于NoteExpress
Again USES the model, through transformation composite beam highly and various steel plates parameter comparative analysis beam and support capacity, stress, deflection change and so on.
再利用此模型，通过变换组合梁的高度和各钢板的厚度等参数比较分析梁的承载能力，应力，挠度的变化等。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
对采用不同梁端锚固方式的碳纤维布加固框架梁进行静载试验研究，在承载力、挠度及裂缝开展等方面进行了综合比较和分析。
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