1) steel reinforced concrete (SRC) beams
劲性混凝土梁
2) SRLC beams
劲性轻骨料混凝土梁
1.
The experiment is reported on steel reinforced light aggregate concrete beams(SRLC beams).
对劲性轻骨料混凝土梁的正截面承载力进行了试验,并用《钢骨混凝土结构设计规程》(YB9082—97),《型钢混凝土组合结构技术规程》(JGJ138—2001)和ANSYS软件对其进行了计算分析。
3) SRC beams
劲性钢筋混凝土梁
1.
2 partially prestresed SRC beam with unbonded tendons and 1 SRC beam were tested, behavior of unbonded partially prestressed SRC beams under test loading are investigated.
通过对两根无粘结预应力劲性钢筋混凝土梁（简称USRC梁）和一根劲性钢筋混凝土梁（简称SRC梁）的试验，探讨了无粘结预应力劲性钢筋混凝土梁的抗弯工作性能。
4) Steel reinforced concrete
劲性混凝土
1.
Based on the experimental study on bond behavior of steel reinforced concrete, the relationship between bond stress and slip is analysed.
对劲性混凝土的粘结性能进行了试验研究,分析了型钢与混凝土之间的粘结滑移本构关系,并探讨了混凝土强度等级等因素对粘结性能的影响,结论对工程实际有很好的指导意义。
2.
Through test study on 4 steel reinforced concrete (SRC) and 1 reinforced concrete (RC) low shear walls, the failure characteristics and aseismic behaviors of the low shear walls are discussed.
通过对４ 个劲性混凝土及１ 个钢筋混凝土边框低剪力墙的试验研究，探讨了低剪力墙的破坏特征以及抗震性能，提出了劲性混凝土边框低剪力墙的震后可修复
3.
In the past two decades steel reinforced concrete structure was developed very fast in China, they are more and more widely used in buildings and bridges.
近二十年以来，劲性混凝土结构在中国发展很快，它被越来越广泛的应用在建筑和桥梁工程中，取得了显著的技术经济效益。
6) steel reinforced concrete
劲性钢筋混凝土
1.
Experimental research on seismic capability of steel reinforced concrete low shear wall with opening;
劲性钢筋混凝土开洞低剪力墙拟静力试验研究
2.
The ultimate bearing capacity of a section of eccentrically compressed member made of steel reinforced concrete (RSC) is solved by avoiding to judge the degree of eccentricity of a section of eccentrically compressed member made of common concrete.
以混凝土受压边缘的应变达到其极限应变作为截面的极限状态，利用截面的Ｍ－Ｎ－Φ关系，建立其平衡方程，求解ＳＲＣ（劲性钢筋混凝土）偏心受压构件截面的极限承载能力。
3.
By applying bending momentcurvature method, an analysis is given to the effect of different steel disposition on the ductility of steel reinforced concrete flexural member.
采用弯矩－曲率法分析不同形式的配钢对（劲性钢筋混凝土）ＳＲＣ受弯构件截面延性的影响。
补充资料：可劲
1.犹言死劲。
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