deflection function
英 [dɪˈflekʃn ˈfʌŋkʃn]
美 [dɪˈflekʃn ˈfʌŋkʃn]
偏离函数
双语例句
- About Large Deflection of Cubical Spline Function
三次样条函数的大挠度问题 - In this paper, the deflection and stress function in terms of trigonometrical function and polynomial expression are first proposed.
本文首先选择由三角函数和多项式组成的挠度函数和应力函数。 - In this paper, the deflection curve equation is presented by means of singular function.
本文采用奇异函数建立简支梁的挠曲线方程，进而推出等截面连续梁的三弯矩方程的新形式。 - One kind of deflection function and application
一类挠度函数及其应用 - Select the appropriate coordinate system, according to the boundary condition choice of deflection approximate function, according to the structure plastic limit analysis of the theory of bending the limit condition of Component, then derived obtained under the equispaced distributed load function of plastic limit bearing capacity.
选取适当的坐标系，根据边界条件选择挠度的近似函数，按结构塑性极限分析理论中拉弯构件的极限条件，进而推导得出均布荷载作用下的塑性极限承载力。 - The deflection pulse response function in the general Duhamel integration is got by using integral transform and the program of corresponding numerical inverse integral is worked out.
采用积分变换的方法，求得了广义Duhamel积分式中的弯沉脉冲响应函数，并编制了相应的数值积分逆变换程序。 - The problem is simplified to become the solution of two linear algebraic equations of two dimensions by using the minimum potential energy principle and a simple deflection function. Fewer unknowns are involved in the method.
利用最小势能原理和简单的挠度函数.将该问题简化为求解两个二维线性代数方程组。 - By means of the deflection function in document, the formula for natural frequency of varying thickness rectangular plate with four free edges on Winkler elastic foundation are presented in the paper by the method of Galerkin, which is more effective for engineering calculation than others.
采用挠度试函数，给出用Galerkin法求解Winkler弹性地基上四边自由的变厚度矩形板的自振频率方程和算式。 - Second, the paper study the mechanical model of the thin-wall bent under concentrated load, on the base of various kinds geometric boundary conditions which meet the model, calculate the deflection function expression, establish several key factors which affect the deformation. 2.
其次，研究薄壁件在集中载荷作用下弯曲的力学模型。根据满足模型的各种几何边界条件，计算出其挠度函数表达式，确立影响变形的几种主要因素。 - Taking a fifth-order polynomial as the deflection function w of a non-uniform beam-column, the stiffness coefficient and w can be determined by the principle of minimum potential energy.
取变截面梁柱单元的挠度函数w为五次多项式，用最小势能原理解w及梁柱的刚度系数。