This paper analyzes the relation between inclined cut and inclined connection of circular cone.
分析了圆锥斜截与斜接的关系，提出了一种变径虾米弯管的放样新方法，易懂易记，对工程实践有一定的参考价值。
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
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
The formula of normal cross section bending resistance bearing capacity based on the assumption of plane deformation of the cross section, and the formula of oblique section shear bearing capacity according to its composition and deformation are suggested.
在平截面假定的基础上 ,提出了两者正截面受弯承载力公式 ;按墙体组成材料对抗剪承载力的贡献 ,提出了墙体斜截面受剪承载力公式 ;同时还提出了墙体侧向变形的计算公式 。
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
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。
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。
The reckoning approaches of the inclined cutting method and the least square method are derived for use in direct shear test s data processing.
推导了斜截式法和最小二乘法在直剪实验数据处理中的计算步骤,经用实验数据计算证明了二者的结果精度比图解法的结果高。
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
Bearing capacity of the SRLC beam on the slanting section;
SRLC梁斜截面承载力的试验
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。