混凝土墙是用钢筋加固的。
混凝土基础不必总是用钢筋来加固。但是，若承受的荷载很大，而且地基的承载力又比较低，通常有必要用钢筋进行大力加固。
Concrete foundations need not always be reinforced, but where the load to be carried is high and the bearing capacity of the soil poor, heavy reinforcement is usually necessary.
结合4根用碱矿渣胶凝材料粘贴碳纤维布加固的钢筋混凝土简支梁的火灾下和火灾后的试验，开展了如下研究工作：(1)完成了该批试验梁从升温1。
Based on the experiment of 4 concrete simple beams reinforced by pasting CFRP sheet with AASCM subjected to fire and after fire, the following researches are carried out: 1.
对用高性能水泥复合砂浆钢筋网加固的混凝土桥梁受弯构件进行正截面等幅疲劳研究。
The bending response of bridge structural members strengthened with high-performance ferrocement considering fatigue load were experimentally investigated.
对用高性能水泥复合砂浆钢筋网加固的钢筋混凝土梁进行了正截面受弯静力和等幅疲劳试验研究。
In this paper, the bending response of RC beams strengthened with high-performance ferrocement considering static and fatigue load were investigated.
本文对4根用该工艺加固的钢筋混凝土梁和1根对比梁进行了受剪性能试验研究。
Experiments were conducted to investigate the shear behavior of 4 strengthened RC beams and 1 comparative RC beam under different types of loadings.
本文对6根用该工艺加固的钢筋混凝土梁和1根对比梁进行了受弯性能试验研究。
Experiments were conducted to investigate the flexural behavior of 6 strengthened RC beams and 1 comparative RC beam under different types of loadings.
试验研究表明，用CFRP条带加固钢筋混凝土受扭构件，对构件承载能力的提高有非常显著的作用。
The experiment done by the authors shows that the RC torsion members strengthened by CFRP straps have significant strength gain.
因此，研究用该碱矿渣胶凝材料粘贴碳纤维布加固的钢筋混凝土梁高温下与高温后的受力性能具有一定的现实意义。
Therefore, it is of practical significance to do research on the mechanical properties of concrete beams reinforced by pasting CFRP sheet with AASCM under and after fire.
对用高性能水泥复合砂浆钢筋网加固的钢筋混凝土梁进行了正截面受弯静力和等幅疲劳试验研究。
This paper deals with the numerical and experimental researches on the out-of-plane behavior of un-reinforced masonry walls strengthened with ferrocement.
对用高性能水泥复合砂浆钢筋网加固的混凝土桥梁受弯构件进行正截面等幅疲劳研究。
The shear responses of reinforced concrete(RC) beams strengthened with high-performance ferrocement are experimentally investigated.
对用高性能水泥复合砂浆钢筋网加固的混凝土桥梁受弯构件进行正截面等幅疲劳研究。
The shear responses of reinforced concrete(RC) beams strengthened with high-performance ferrocement are experimentally investigated.
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