例句與造句

1. Equation expresses the principle of minimum potential energy .
   方程表示出最小勢能原理。
2. Principle of minimum potential energy
   最小勢能原理
3. 2d slope stability analysis using principle of minimum potential energy
   最小勢能方法在二維邊坡穩(wěn)定分析中的應(yīng)用
4. Plane wreck slope stability analysis using principle of minimum potential energy
   邊坡平面破壞穩(wěn)定分析的最小勢能方法
5. Meanwile , the springback principle of minimum potential energy is applied to calculate the springback deformation of a contilever beam occurring elasto - plastic deformation
   同時，應(yīng)用回彈最小勢能原理于彈塑性變形懸臂梁的回彈變形計算。
6. It's difficult to find principle of minimum potential energy in a sentence. 用principle of minimum potential energy造句挺難的
7. 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
   摘要基于最小勢能原理，分析了路堤填土、水平加筋體、樁（樁頂托板）及樁間土之間的相互作用，得到了樁體荷載分擔(dān)比。
8. 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
   摘要本文建立了彎曲成形板條的回彈最小勢能原理，回彈最小馀能原理，廣義回彈勢能原理和廣義回彈馀能原理。
9. 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
   對于邊主肋截面主梁，本文介紹了能量變分法，通過假定板不同的軸向位移函數(shù)，推導(dǎo)了懸臂梁在均布荷載、水平軸向力、豎直集中力作用下的微分方程和應(yīng)力計算公式。
10. 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，從最小勢能原理出發(fā)，在僅僅考慮奇異性支配區(qū)域這一前提下，對于彈性接合材料的平面變形問題和擬平面應(yīng)變問題，以奇異點為原點分別建立極坐標(biāo)系和圓柱坐標(biāo)系，通過分部積分消除廠項，從而使奇異性問題的求解由原來的二維降為一維；對于三維變形問題，以奇異點為原點建立球坐標(biāo)系，通過分部積分消除項，從而使奇異性問題的求解由原來的三維降為二維。