reinforcement ratio造句
例句与造句
- Reinforcement ratio per unit volume
体积配筋率35 - 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 - 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。 - 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。 - 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。 - It's difficult to find reinforcement ratio in a sentence. 用reinforcement ratio造句挺难的
- 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。 - 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。 - 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。 - 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 % ） 。 - 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。 - 2 . the effect of frp reinforcement ratio on the ultimate moment of frp reinforced concrete beam is studied , the conclusion is that the ultimate moment increases with the increase of the reinforcement ratio for frp reinforced concrete beam in a certain range of reinforcement ratio
结果表明，对纤维增强塑料筋混凝土梁，在配筋率的一定范围内，配筋率越大，受压区面积越大，极限抗弯承载力越高。 - The main achievements of this thesis are as follows : l . the effect of the frp reinforcement ratio on cracking moment is analyzed . the calculating method and corresponding calculating formulas of flexural cracking moment of frp reinforced concrete beam are put forward
分析了纤维增强塑料筋配筋率对纤维增强塑料筋混凝土梁正截面开裂弯矩的影响，提出了纤维增强塑料筋混凝土梁正截面抗裂度的计算方法和相应的计算公式。 - 3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar . the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated
3 .对不同抗拔钢筋配筋率的钢筋混凝土承台-钢柱脚抗拔极限承载力和刚度变化规律进行了计算分析,发现了随着承台中抗拔钢筋配筋率的提高,其承载力提高的比例逐步减小的规律。 - A majority of previous studies on the effect of longitudinal reinforcement ratio to shear behavior of reinforced concrete members were focusing on ultimate capacity , only a few were engaged in detailed recording of the overall development of cracking and investigation of final failure modes
在纵筋率对梁受剪性能的影响方面，已有一些学者进行了试验研究。但这些研究较为偏重于纵筋率对承载力影响，而较少关注纵筋率对裂缝开展特征和最终破坏形态的影响。 - In this paper , five restrained beams with web and different longitudinal reinforcement were tested under static point loads , with the shear - span ratio being kept around 1 . 5 . on this basis , the overall process of cracking development under shear and the effect of longitudinal reinforcement ratio on it was investigated
本文通过集中荷载作用下五根剪跨比为1 . 5 、不同纵筋率的有腹筋约束梁的试验，深入研究了有腹筋约束梁的受剪破坏全过程及纵筋率对其的影响。
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