1) longitudinal reinforcement ratio
纵筋率
1.
Previous researches on shear behavior of inclined sections in reinforced concrete beams used to be carried out on a comparatively high longitudinal reinforcement ratio in the codes of various countries.
各国规范在以往的对钢筋混凝土梁斜截面抗剪承载力性能的试验研究中,研究都是按较高纵筋率来进行,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偏差较大。
2.
Effect of varying longitudinal reinforcement ratios on shear behavior of reinforced concrete simply supported beams without web reinforcement was analyzed in this paper, with emphasis on both shear ultimate capacity and failure mode, on the basis of available testing data.
通过对已有试验数据的分析,探讨了集中荷载作用下纵筋率对钢筋混凝土无腹筋简支梁受剪性能的影响,着重在极限承载力和破坏形态方面。
3.
In general, to ensure the final shear failure, a very large longitudinal reinforcement ratio, usually larger than 2.
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。
2) tension reinforcement ratio
纵筋率
1.
The tension reinforcement ratio and the aspect ratio of the loading area are two important factors that influence the punching capacity of concrete slabs.
纵筋率及冲切加载面边长比是影响混凝土板受冲切承载力的重要因素。
3) longitudinal reinforcement ratio
纵向钢筋配筋率
4) ratio of longitudinal reinforcement
纵向配筋率
1.
Based on meeting the requirements of flexural strength,the effects made by ratio of longitudinal reinforcement on deflection and maximum value of crack width are analyzed.
在满足正截面承载力要求的基础上,分析了纵向配筋率的变化对挠度及最大裂缝宽度的影响。
5) the longitudinal and transverse ratio of reinforcement
纵、横向配筋率
6) minimum longitudinal reinforcement ratio
纵向钢筋最小配筋率
1.
Background to provisions in Code for design of concrete structures with regard to minimum longitudinal reinforcement ratio in RC members is presented.
介绍了此次《混凝土结构设计规范》修订中纵向钢筋最小配筋率有关条文的修订背景。
补充资料：筋弛纵缓
筋弛纵缓
筋弛纵缓 病证名。证见筋弛缓，收缩无力。“弛”同“驰”。《灵枢·经筋》：“有热则筋弛纵缓，不胜收，故僻。”
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条