| 1. | Reinforcement ratio per unit volume
体积配筋率35 |
| 2. | Critical fatigue reinforcement ratio of concrete beams reinforced by cold - rolled deformed steel bar
冷轧带肋钢筋混凝土受弯构件的疲劳界限配筋率 |
| 3. | It is very different from that in practice , under such circumstances the longitudinal reinforcement ratio is among 1 . 0 ~ 1 . 5 %
这与工程实践中纵筋率一般在1 . 0 1 . 5 %左右的实际情况差距较大。 |
| 4. | During the swelling capacity test of the reinforced soils under load , three different reinforcement ratio samples are tested in order to reduce their expansion of the soils
在加筋土有荷载膨胀量试验中，取三种不同加筋率的试样进行试验求其膨胀率。 |
| 5. | The codified design equations based on such testing data may be unconservative . systematic investigation for effect of longitudinal reinforcement ratio on shear behavior of rc beams is particularly rare
因而，建立在这种纵筋率较高的梁的受剪性能试验数据基础上的规范抗剪设计方法可能是偏不安全的。 |
| 6. | The major factor considered in experiment are followed : the influence of width of wall , the influence of different reinforcement ratio of wall , the influence of axis compress ratio , the influence of mortar layer
试验中考虑的主要因素有：墙体厚度对于抗震的影响、墙体不同配筋的影响、轴压比的影响、砂浆层的影响等。 |
| 7. | According to the formula given by the " the rules of operation " , to get the precision result , the rot of the steel and reinforcement ratio can ' t be omitted
根据规程给出的二次受力公式，通过加固前后的比较得到了，对于碳纤维加固梁，钢筋的腐蚀及配筋率对于承载力的影响比较明显，会降低承载力，所以加固时必须考虑钢筋梁的腐性情况。 |
| 8. | Secondly , comparison of the tested results unveiled effect of various longitudinal reinforcement ratios on development of cracks , final failure mode , and ultimate capacity . primary conclusions were thus drawn
其次，通过对比研究不同纵筋率试件的裂缝开展和延伸规律、破坏形态特征、以及承载能力等，初步总结了纵筋率的影响规律。 |
| 9. | In general , to ensure the final shear failure , a very large longitudinal reinforcement ratio , usually larger than 2 . 8 % , was chosen as a prerequisite in previous studies on shear behavior of reinforced concrete beams
以往对钢筋混凝土梁受剪性能的试验研究中，为了保证最终发生剪切破坏，常有意将梁的纵筋率设置得很大（常常大于2 . 8 % ） 。 |
| 10. | Problems are often occurred : cross - section of frame columns depends upon the limit of axial compressive ratio , the constructional reinforcement ratio becomes the ratio of longitudinal reinforcing steel bar of frame columns , such problems are not reasonable
经常出现的情况是：框架柱的断面由轴压比限值确定，而框架柱的配筋由构造配筋率决定，这其中存在着不合理的地方。 |
