minimum potential energy造句
例句与造句
- Equation expresses the principle of minimum potential energy .
方程表示出最小势能原理。 - Principle of minimum potential energy
最小势能原理 - 2d slope stability analysis using principle of minimum potential energy
最小势能方法在二维边坡稳定分析中的应用 - Minimum potential energy theorem
最小势能定理 - Plane wreck slope stability analysis using principle of minimum potential energy
边坡平面破坏稳定分析的最小势能方法 - It's difficult to find minimum potential energy in a sentence. 用minimum potential energy造句挺难的
- According to the principle of the minimum potential energy , the deformation of single tension pile and pile groups was analyzed using a modified variational approach
根据最小势能原理，使用修正变分法来分析抗拔单桩和抗拔群桩的变形。 - Meanwile , the springback principle of minimum potential energy is applied to calculate the springback deformation of a contilever beam occurring elasto - plastic deformation
同时，应用回弹最小势能原理于弹塑性变形悬臂梁的回弹变形计算。 - The interaction among embankment fill , horizontal geotextile , pile ( cap ) and subsoil was analyzed based on the principle of minimum potential energy , and pile efficacy was obtained
摘要基于最小势能原理，分析了路堤填土、水平加筋体、桩（桩顶托板）及桩间土之间的相互作用，得到了桩体荷载分担比。 - Springback principle of minimum potential energy , springback principle of minimum complementary energy , generalized springback principle of potential energy and generalized springback principle of complementary energy in sheet stripes formed by bending are established in this paper
摘要本文建立了弯曲成形板条的回弹最小势能原理，回弹最小馀能原理，广义回弹势能原理和广义回弹馀能原理。 - In summarizes the predecessor to the segmental arch surface and outside in flexure critical load computational method foundation , with the principle of the minimum potential energy , an analytical solution for the lateral critical bucking load of cable stayed arch bridge is studied
在总结前人对圆弧拱的面内,面外屈曲临界荷载计算方法的基础上,利用能量法,推导了斜拉拱桥的侧倾临界荷载计算公式。 - 3 . as for side web girder , the principle of minimum potential energy has been introduced . by assuming different displacement function , the force and stress formulae for flanges under uniform loading , horizontal axial force , or vertical concentrated force have been derived
对于边主肋截面主梁，本文介绍了能量变分法，通过假定板不同的轴向位移函数，推导了悬臂梁在均布荷载、水平轴向力、竖直集中力作用下的微分方程和应力计算公式。 - Based on the current nonlinear analysis and calculation methods and beam - column element model of frame as well as the principle of functional minimum potential energy , the nonlinear element stiffness matrixes , which incorporate the effects of geometric nonlinear and end connection flexibility , are derived . as application , a general program of nonlinear analysis for semi - rigid steel frame is drawn up
本文在分析研究国内外现行框架结构非线性分析的理论计算方法及其杆件单元模式的基础上，利用泛函的最小势能原理，通过考虑连接的柔性和杆件的几何非线性影响，推导出用于半刚性连接钢框架二阶弹性分析的单元刚度矩阵。 - Based on the minimum potential energy principal , the influences of three loads , which are concentrated force , trapezoidal load and sinusoid load , over shear lag of cantilever single - box - single - cell box girder are deducted and discussed , and a conclusion is reached , which has some instructive significance for designer to determine the sectional dimension and reinforcing bars ; the bending normal stress changes greatly as considering the shear lag effect
以最小势能原理为基础，推导并讨论了3种形式的荷载：集中力、梯形荷载、正弦形荷载对悬臂单箱单室箱形梁剪力滞的影响，得出考虑剪力滞效应后弯曲法向应力有较大变化的结论，对设计人员确定截面尺寸、截面配筋具有一定的指导意义。 - Considering the fuzziness of some boundary conditions enviroment media , and especially some loads in the engineering structure analysis , we go further into the computation based on the dynamic problem of fuzzy finite element ( ffe ) , study further and systematically the analysis and solution . the principle of fuzzy minimum potential energy is established , and the balance equation of fuzzy finite element is reasoned by making fuzzy variation . at the same time , the dynamic balance equation of stochastic by making stochastic variation ， also the fuzzy stochastic dynamic balance equation is deduced . based the theory that the degree of the fuzziness and probability can be measured , in the other word , by using the concept of fuzzy entropy and entropy , pure fuzzy dynamic structure is given through transforming the probability to fuzziness . for the fuzzy parameter can be regarded as a fuzzy vector with dimensions , the structure ' s eigenvalue , by the theory of small parameter
建立了模糊瞬时最小势能原理，运用模糊变分原理导出了模糊有限元动力平衡方程；同时，利用随机变分原理导出了动力问题的随机有限元方程，同时得到了模糊随机动力问题的有限元平衡方程。根据模糊度和概率度可以度量的原理，即利用模糊熵和概率熵的概念，把结构的随机性等效地转化为结构的模糊性，得到纯粹模糊性的动力结构。把结构所具有的模糊参数看作一个维的模糊向量，利用小参数摄动原理，把结构的特征值，特征向量和位移都在模糊向量的均值处进行泰勒展开，得到一组递归方程，即可以求得结构的模糊特征值，特征向量和模糊位移。 - Eigenequation about singularity , singular stress fields and electrical displacement fields near the interface edge are obtained under axisymmetric distortion . finally , a special finite element formulation which is based on the principle of minimum potential energy has been developed for determining the orders of the singularity of the singular stress fields around the singular point ( interface edge , interface corner and the interface crack ) in the bonded dissimilar anisotropic / anisotropic , piezoelectric / piezoelectric as well as piezoelectric / anisotropic materials . the numerical results show that this method is very convenient and efficient
最后，从最小势能原理出发，在仅仅考虑奇异性支配区域这一前提下，对于弹性接合材料的平面变形问题和拟平面应变问题，以奇异点为原点分别建立极坐标系和圆柱坐标系，通过分部积分消除厂项，从而使奇异性问题的求解由原来的二维降为一维；对于三维变形问题，以奇异点为原点建立球坐标系，通过分部积分消除项，从而使奇异性问题的求解由原来的三维降为二维。