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Home > english-chinese > "ratio of reinforcement" in Chinese

Chinese translation for "ratio of reinforcement"

含钢率
配筋率


Related Translations:
vertical reinforcement:  竖向钢筋竖向筋
braid reinforcement:  编织层
distribution reinforcement:  匀力钢筋;分布钢筋
binary reinforcement:  二元增量
external reinforcement:  外在强化
neural reinforcement:  神经强化
autogenic reinforcement:  自生强化
reinforcement material:  加固材料加强材料增强材料
fiber reinforcement:  纤维强化热固性/纤维强化复合材料纤维增强
Example Sentences:
1.Ratio of reinforcement
配筋率34
2.Influences of load ratio , materials strength and ratio of reinforcement on seismic reliability of beams were analyzed
研究了荷载比值、材料强度等级和配筋率对梁可靠度的影响。
3.It is shown that the proposed model can not only take the ratio of reinforcement , the material properties of reinforcement and concrete and the crack spacing into account , but also be easily incorporated in finite element programs
该模型不仅有效地反映了配筋率、裂缝间距以及钢筋和混凝土材料特性等因素对钢筋混凝土开裂后性能的影响,并且很容易在现有的有限元程序中实现。
4.By modifying the level and vertical steel bars and adding bevel steel bars to the model structure , the paper compares the influencing factors of ratio of reinforcement and bevel steel bars to seismic properties , and pushes forward the methods to improve the seismic behaviors of the same kind
,通过改变模型结构水平与竖向配筋以及在墙板中增加斜向钢筋等试验参数,对比研究了配筋率和斜向钢筋对其抗震性能的影响,提出了改进这类结构抗震性能的设计与构造建议。
5.The results indicate that the ratio of span to rise , the ratio of reinforcement and the stretching controlling stress are the three primary influencing factors to the failure pattern of the slab . in addition , the relationships between the ratio of deflection to span and the ratio of span to rise and the stretching controlling stress submit to linear curves , the relationship between the ratio of deflection to span and the ratio of reinforcement submits to a quadratic parabola curve
运用数值分析程序计算了175组不同跨高比、配筋率、张拉控制应力的中强( 1270mpa )螺旋肋钢丝预应力空心板,结果表明跨高比、配筋率、张拉控制应力是影响空心板破坏形态的主要因素,且构件挠跨比与跨高比和张拉控制应力呈线性关系,与配筋率呈二次抛物线关系。
6.An analysis is developed for influence factors that have some influence on joints " behavior . the results show that axial ratio has a good and visible effect on the capacity of joints ; that the higher concrete strength is , the higher the capacity of joints is ; the ratio of reinforcements and the thickness steel web of column have large influence on the ductility src joints , not but the capacity of src joints
分析表明:轴压比对节点的刚度、抗裂度的提高是有利的,且增大幅度较大;节点承载力和抗剪能力随混凝土等级的提高而提高;钢腹板厚度和配箍率的增大对节点承载力提高幅度不大,其对节点的延性影响较大。
7.Specimens ’ cracking load under dead - load , fatigue failure characteristic , fatigue life , deflection of span - centre , fatigue flexural rigidity , maximal crack width , development of cracks and strain of concrete and steel bars have been investigated . the influence of fatigue cycle characteristic , ratio of reinforcement , kinds of aggregate and concrete compressive strength on the specimens ’ fatigue behavior has been also investigated
对试件的静载下开裂荷载、疲劳破坏特征、疲劳寿命、疲劳荷载作用下的跨中挠度、截面疲劳抗弯刚度、裂缝开展情况及最大裂缝宽度、钢筋及混凝土在循环荷载作用下应变等内容进行了研究,分析了疲劳循环特征值、纵筋配筋率、骨料种类、混凝土抗压强度等因素对试件疲劳性能的影响。
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