1) limited values of axial compression ratio
轴压力系数限值
1.
The influences of stirrup ratio on displacement ductility of SRHC short columns is analyzed,The interrelated curves between ductility and stirrup ratio are obtained;The influences of stirrup ratio on limited values of axial compression ratio of SRHC short columns is also analyzed,and the limited values of axia.
通过 19根剪跨比为 1 5的试件对钢骨高强混凝土 (SRHC)短柱的位移延性进行了试验研究 ,分析了钢骨高强混凝土短柱的破坏形态和配箍率对钢骨高强混凝土 (SRHC)短柱位移延性及轴压力系数限值的影响 ,得出了满足一定延性要求的对应于不同体积配箍率的钢骨高强混凝土 (SRHC)短柱的轴压力系数限值。
2) axial load limit
轴压力限值
1.
Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
文中还 介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
2.
Basedon the experimental results and analysis, the axial load limit for steel reinforced concrete columnsis suggested.
本文分析了钢骨混凝土柱中混凝土部分和钢骨部分的轴力分配，并根据试验研究结果建议了相应的轴压力限值。
3) axial compression ratio
轴压力系数
1.
Experimental research and theoretical analyses on axial compression ratio of steel reinforced concrete special-shaped columns;
型钢混凝土异形柱轴压力系数限值的试验与理论分析
2.
Limited values on axial compression ratio of steel reinforced high-strength concrete short columns;
钢骨高强混凝土短柱轴压力系数限值
3.
Through 12 specimens experimentation study of steel reinforced high-strength concrete columns,it is analyzed the influence of slenderness ratio,axial compression ratio,stirrup ratio and steel form on the bearing capacity of columns.
通过12根钢骨高强混凝土柱的承载力试验,分析了长细比、轴压比、配箍率及钢骨形式对柱受力性能的影响,发现钢骨高强混凝土柱的受力性能除对轴压力系数、长细比敏感外,钢骨形式也是一个重要的影响因素,对于钢骨形式不同的钢骨高强混凝土柱,可适当调整其轴压力系数限值。
4) Axial compression ratio
轴压比限值
1.
Limit values of axial compression ratio for steelreinforced concrete columns;
型钢混凝土柱轴压比限值
2.
In this paper, an investigation on axial compression ratio of columns with T, L-shaped cross-sections is carried out by numerical method.
对T、L形柱轴压比限值进行了深入的研究,指出T、L形柱轴压比限值与截面尺寸有关;并针对T、L形柱当腹板受压时轴压比限值很低,在实际工程设计中很难实现这一现象,提出了提高轴压比限值的方法,考虑增加腹板端部配筋和箍筋约束混凝土作用的有利影响,对T、L形柱轴压比限值进行了电算分析。
5) limit values of axial compression ratio
轴压比限值
1.
Discussion on limit values of axial compression ratio of frame columns for high building;
高层建筑框架柱轴压比限值研究
2.
Based on the balancing condition of internal forces in the case of balanced failure,the theoretical calculation formulas of limit values of axial compression ratio for core steel reinforced concrete(CSRC) columns are derived,and the main parameters which affect the limit values of axial compression ratio of CSRC columns are analysed.
基于界限破坏时的内力平衡条件,推导了核心型钢混凝土柱轴压比限值的理论计算公式,计算分析了配钢率、混凝土强度等级、柱截面尺寸等因素对核心型钢混凝土柱轴压比限值的影响。
6) ultimate axial compression ratio
轴压比限值
1.
Study of ultimate axial compression ratio for RC inequal-leg special-shaped columns;
钢筋混凝土不等肢异形柱轴压比限值的研究
2.
In the calculation of ultimate axial compression ratio for irregularly-shaped columns,the grid method is usually applied to the cross-section integration.
已往异形柱轴压比限值的计算均采用网格法进行截面积分。
3.
The ultimate axial compression ratio for the specially shaped columns is computed by the numerical method.
根据《混凝土结构设计规范》关于正截面承载力计算原理 ,对 L形、T形和十字形截面柱的轴压比限值进行了数值计算分析 ,得出了不同截面形状、不同纵向配筋率和不同中和轴角度时的轴压比限值随含箍特征值的变化规律 。
补充资料：电磁辐射限值
分子式：
CAS号：
性质：人体在电磁波照射下人的健康不致受到影响的界限值。中国规定，对于接触电磁辐射作业的作业者，在每天8h工作时间内，任意连续6min照射，全身平均比吸收功率小于0.1W/kg；对于一般公众，在一天24h内，任意连续6min照射全身平均比吸收功率小于0.02W/kg。中国对30～300MHz的超高频辐射和300～300 000MHz的微波辐射还有比较具体的规定。
CAS号：
性质：人体在电磁波照射下人的健康不致受到影响的界限值。中国规定，对于接触电磁辐射作业的作业者，在每天8h工作时间内，任意连续6min照射，全身平均比吸收功率小于0.1W/kg；对于一般公众，在一天24h内，任意连续6min照射全身平均比吸收功率小于0.02W/kg。中国对30～300MHz的超高频辐射和300～300 000MHz的微波辐射还有比较具体的规定。
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