1) drawings of stirrup construction
配箍图
2) assembly ring
装配卡箍
3) 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) adapt hoop
配箍筋
5) volume reinforcement characteristic
配箍特征
1.
The stress-strain curve for every T-section column is drawn,and volume reinforcement characteristic s effect to the strength and ductility of T-section columns is analyzed according to the uniaxial compression experimental data,which is based on 12 T-section columns of different volume reinforcement characteristics.
根据12根不同配箍特征值的T形柱进行轴心受压试验的数据,绘出T形柱的应力—应变全曲线,分析配箍特征值对T形截面柱强度和延性的影响。
2.
Analyse volume reinforcement characteristic s effect to specially shaped column’s capability according to the uniaxial compression experimental data, which is based on 33 special-shaped and square-section columns of different volume reinforcement char- acteristics.
本文通过对33根不同配箍特征值的混凝土异形柱和方形柱的轴心受压试验,分析配箍特征对异形柱的轴心受压性能的影响。
补充资料：图的减缩图(或称图子式)
图的减缩图(或称图子式)
minor of a graph
图的减缩图(或称图子式)【.皿以ofa脚户;MHHoPrpa中a」【补注】设G是一个图(graph)(可以有环及多重边).G的一个减缩图(nullor)是从G中接连进行下述运算而得的任何一个图: i)删去一条边; 五)收缩一条边; 说)去掉一个孤立顶点. NRobe由on与P.D.Se脚aour的图减缩定理(脚Ph nl的。r theon习11)如下所述:已知有限图的无穷序列G，，GZ，…，则存在指标i
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