1) local loading bearing capacity
局压承载力
2) local bearing capacity
局部受压承载力
1.
Calculating method of the local bearing capacity of concrete under closely spaced anchorages;
密布预应力束锚具下混凝土局部受压承载力计算方法
3) load_carrying capacity calculation of local bleared masonry
砌体局压承载力计算
4) axial load strength
轴压承载力
1.
The experimental results indicate that the axial load strength of a circular tube confined concrete stub column is greater than that of a CFT column with the same parameters,while there is little difference on the ductility of the two kinds of columns.
试验结果表明,圆钢管约束高强混凝土短柱的轴压承载力高于同条件的普通钢管混凝土构件,但两种构件的延性无显著差异;随钢管中纵向应力的降低,构件的轴压承载力提高。
2.
The experimental results indicate that the axial load strength of a steel tube confined concrete stub column is greater than that of a CFT column with the same parameters when D/t is 70, while the axial load strength of a square tube con.
试验结果表明,当D/t=70时,方钢管约束高强混凝土短柱的轴压承载力高于同条件的普通方钢管混凝土构件;而当D/t=47时,方钢管约束高强混凝土短柱的轴压承载力则低于普通方钢管混凝土构件;但两种构件的延性无显著差异。
3.
The test results indicate that the height of separated tubes in a CTRC column affects little on the axial load strength and ductility of CTRC stub columns.
试验结果表明:圆钢管约束钢筋混凝土柱中被分隔钢管的高度对构件的轴压承载力和延性无明显影响;随钢管径厚比增大和混凝土强度的提高,构件的延性降低;随钢管屈服强度的提高,构件的轴压承载力提高,但钢管屈服强度对构件的延性无明显影响。
5) axial strength
轴压承载力
1.
Analysis on axial strength of R-CFT stub column with unidirectional binding bars;
带约束拉杆矩形钢管混凝土轴压承载力分析
6) compressive capacity
受压承载力
1.
A conclusion as to how the compressive capacity of the short column varies with the spacing of hoop and characteristic value is obtained.
建立了钢筋混凝土轴心受压短柱非线性有限元模型 ,分析了含箍特征值 λv 和箍筋间距 s对矩形箍筋柱的受压承载力的影响 ,得到了柱的受压承载力的提高随不同强度的混凝土、不同λv的箍筋的变化规
补充资料：无弹性架压磁测力传感器压头
无弹性架压磁测力传感器压头
无弹性架压碰测力传感器压头
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