inclined section meaning in Chinese
斜截面
Examples
- Calculation of ultimate bearing capacity for inclined section of concrete composite beam with two - stage uniformly distributed load
二次受力钢纤维混凝土迭合梁斜截面承载力计算 - It is identical between the effects of steel fiber on shear resistance of concrete at inclined section of beams and on tensile strength of concrete . 4
钢纤维对梁斜截面上混凝土受剪承载力的增强作用与钢纤维对混凝土抗拉强度的增强作用之间存在良好的一致性。 - The objective function is the cost of anti - slide pile " s per meter ; the constraint conditions are the strength of anti - slide pile " s normal section and inclined section , the ratio of reinforcing design and the size of section in the design code ; the design variables are the height of section , the area of reinforcement and the amount of hoop . and the optimization model is solved by 0 . 618 method
本文提出的优化设计方法，以桩单位长度的总造价为目标函数，以规范对单筋梁的正、斜截面强度，配筋率及截面尺寸等要求为约束条件，以桩截面高度，抗弯纵筋面积，抗剪箍筋数量等为设计变量，来建立优化模型，并用0 . 618法进行求解。 - From the analysis , some suggestion about joint rigidity design is put forward : 1 . joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2 . the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3 . withm the permissive construction condition , exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4 . when the rate of joint rigidity to beam rigidity , that is called , is less than 0 . 1 , the joints can be regarded as zero - rigidity joints ; on the other hand , if is more than 26 , it is rigid connection joints
采用斜截面梁并在梁柱交接处局部加腋能明显提高节点刚度和梁的抗弯能力； 3在允许的施工条件下，应优先采用外伸式端板斜放节点，有利于提高节点刚度，进而提高节点的抗弯能力； 4节点刚度与其连接构件的刚度比值0 . 1时，可按铰接节点设计； 26时，可按刚接节点设计。 - Based on the tests , the advised formula of normal section bearing capacity and inclined section bearing capacity of high strengthen concrete frame columns are put forward , and the limit of axial compressive ratio and the minimum stirrup ratio in the encrypted region which meet ductility requirement to c60 concrete frame columns are given
在试验研究的基础上，提出高强混凝土框架柱正截面和斜截面承载力计算的建议公式，且给出了满足延性要求的c60混凝土框架柱轴压比限值和箍筋加密区箍筋的最小体积配箍率。