矩一的英文
kuichi
例句与用法
- 4 . the moment - rotation - curves model has four physically explicit parameters and it may be useful for the appilication of this connection
浙江大学硕士学位论文2004中文摘要4 .总结了物理意义明确的四参数弯矩一转角曲线表达式，为该类节点的实际应用提供了理论依据。 - The material non - linearity constitutive relations of reinforced concrete sections are formulated . the non - linear relationship of moment - curvature and moment - flexural rigidity of a section is modeled
对钢筋混凝土截面材料非线性的本构关系进行了推导，截面的弯矩一曲率和弯矩一弯曲刚度的非线性关系则形成了模型。 - The paper presents a new comparative method . that is to make the different strengthened forms by externally bonded with different materials reach the same ultimate flexural capacity , and contrast with each load - deflection and moment - curvature curve , which are calculated by paper ' s program . mean
本文引入新的对比方法，即不同材料的加固在最终均达到同样的极限抗弯承载力时，比较其各自的弯矩一曲率和荷载一挠度变化情况，并自行编制程序进行计算。 - 7 ) the tri - linear hypothesis between moment and curvature is fit to actual state , and the deflection formula which deduced by the hypothesis is agreed with the test results . therefore it can be used as the formula to calculate the deflection of rc members strengthened with frp under sustaining load
7 .加固后构件的弯矩一曲率曲线三线性假设能够反映实际情况;根据推导的挠度计算公式计算的挠度值与试验值相比吻合较好，因此可以作为frp加固钢筋混凝土受弯构件的挠度计算依据。 - It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression , steel in tension , and with an iterative computerized non ? linear method , it is possible to predict the entire moment - curvature , moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member
可以确定，只要知道混凝土受压和钢筋受拉的完整的应力应变关系，采用选代的非线性计算方法，就有可能预测结构截面弯矩一曲率、弯矩一弯曲刚度和轴向刚度的关系。
