1) transverse stirrup ratio
横向配箍率
2) stirrup ratio
配箍率
1.
The effects of concrete strength,stirrup ratio and shear span ratio on shear strength were researched.
为研究高强轻集料钢筋混凝土梁的抗剪性能,通过对10根高强轻集料混凝土梁和1根普通高强混凝土梁在集中荷载作用下的抗剪试验,研究了混凝土强度、配箍率、剪跨比等因素对构件抗剪强度的影响,分析了几种不同抗剪承载力公式的适用性。
2.
By analyzing the failure patterns,hysteresis loops,skeleton curves and energy dissipation capacity of such members,the influence of axial compression ratio and stirrup ratio on seismic behavior of SRC compression-bending members are discussed.
分析了试验构件的破坏形态、滞回曲线、骨架曲线和耗能能力,并详细探讨了轴压比和配箍率对型钢混凝土压弯构件抗震性能的影响。
3.
The influence of axial compression ratio,stirrup ratio and steel reinforced form on seismic ductility of SRHC columns was analyzed by means of 6 steel reinforced high-strength concrete(SRHC) columns under repeated horizontal load test.
通过对6根钢骨高强混凝土柱在低周反复水平荷载下的试验研究,分析了含钢率、配箍率、轴压比以及钢骨形式等因素对钢骨高强混凝土柱受力性能及抗震性能的影响,其中轴压比与钢骨形式的影响最为敏感,决定着该种构件的受力特性,分析所得的结论可为相关研究提供试验及理论分析依据。
4) the longitudinal and transverse ratio of reinforcement
纵、横向配筋率
5) maximum transversal reinforcement ratio
最大配箍率
6) minimum of stirrup reinforcement ratio
最小配箍率
1.
On the basis of the exposition on the calculation formula of shear capacity in the code for design of concrete structures(GB50010—2002),the placed condition of the minimum of stirrup reinforcement ratio is discussed.
在对《混凝土结构设计规范》(GB50010—2002)(简称《规范》)中受弯构件斜截面受剪承载力计算公式阐述的基础上,对最小配箍率的设置条件进行了讨论,并提出最小配箍率的设置条件不应是V>0。
补充资料：配率
1.按比例向人民摊派税收。
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