1) oblique section
斜截面
1.
Comparative analysis on oblique section s bearing capacity calculation of members in bending;
受弯构件斜截面承载力计算步骤的分析比较
2.
The theoretical study on the shearing performances of the reversible member in bending oblique section;
双向受弯构件斜截面受剪性能理论研究
3.
Calculation method of strengthened RC beam oblique section with FRP based on the effective pasting length
基于有效粘贴长度的纤维片材加固RC梁斜截面计算方法
2) diagonal section
斜截面
1.
The deficiencies about calculation method of ultimate loading capacity of normal section and diagonal section of slender beam in the current Concrete Structure Design Code (GBJ10\|89) are discussed in this paper.
讨论了《混凝土结构设计规范》(GBJ1 0 89)关于细长梁正、斜截面极限承载力计算存在的不足 ,给出了改进的计算方
2.
diagonal section reinforcement is not usually conformed with the calculation by the Bridge Design Standard(JTJ023 - 85).
按《公路钢筋砼及预应力砼桥涵设计规范（JTJ023－85）》（以下简称《规范》）规定的斜截面配筋方式，所得出的斜筋通常配筋量过大，介绍一种在建筑结构中按等效抗剪原则设计的斜截面配筋方式，桥涵结构构件的斜截面配筋可参考进行。
3) diagonal plane
斜截面
1.
Usually,the shear capacity of reinforced concrete beams under biaxial bending for concentrated load acts,was reduced to two beams for gaining each shear capacity of diagonal plane,then piled them up for the result of biaxial bending member.
对于钢筋混凝土双向受弯梁斜截面受剪承载力的计算分析,一般是简化为按两个单向受弯梁的斜截面受剪承载力分别计算后再叠加的方法来确定。
2.
In related pilot study, more cross-section of the reinforcement has been researched, but it has few study in strengthen diagonal plane section.
在相关的试验研究中,更多的是对正截面的加固研究,而对斜截面的抗剪加固试验研究还比较少。
4) inclined section
斜截面
1.
Based on the test result of 35 boams this paper analyses the influence of the degree of prestress and shear span-depthratio on the anti-cracking capacity of inclined section of beams.
笔者依据３５片梁的试验资料，着重分析了剪跨比，预应力度对梁斜截面抗裂剪力的影响，在理论分析和数据统计的基础上，提出了一个无粘结Ｐ。
5) slanting section
斜截面
1.
The bearing capacity of the SRLC beam on the slanting section;
型钢轻骨料混凝土梁斜截面承载力的试验研究
2.
Bearing capacity of the SRLC beam on the slanting section;
SRLC梁斜截面承载力的试验
6) beams/diagonal section
梁/斜截面
补充资料：Cu／NbTi加工锭截面
Cu／NbTi加工锭截面
Cu／NbTi加工锭截面
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