displacement function造句
例句與造句
- The displacement function must not have any preferred direction .
位移函數(shù)不準(zhǔn)有任何優(yōu)先用法。 - These should be four undetermined constants in the displacement function .
位移函數(shù)中應(yīng)有四個未定常數(shù)。 - The displacement function of quasi - conforming element and its node error
擬協(xié)調(diào)元的位移函數(shù)及節(jié)點(diǎn)誤差 - A set of efficient displacement functions for arbtrarily spatial curved rod elements
一種有效的分析任意空間形狀曲桿單元的位移函數(shù) - Displacement function method of axisymmetrical problem with transversely isotropic layers
層狀橫觀各向同性地基軸對稱問題的位移解法 - It's difficult to find displacement function in a sentence. 用displacement function造句挺難的
- It is a new method to find the displacement function form in analysis of shear lag effect on thin - walled box girder
為薄壁箱梁的剪力滯效應(yīng)分析提供了新的思路和方法。 - The displacement load equations were derived by differentiating with respect to total potential energy in spline displacement function of a strip
首先對條單元以樣條位移函數(shù)表達(dá)的總勢能進(jìn)行求導(dǎo)而推導(dǎo)了位移荷載關(guān)系式。 - A general solution of partial differential equation for transverse displacement function of anisotropic rectangular plates in bending was established in this paper
摘要建立了各向異性矩形板彎曲的橫向位移函數(shù)偏微分方程的一般解。 - In the end of the paper , two examples are analysised , the samples tell us the displacement function with adjust coefficient has advantages of high accuracy and simple
本文的創(chuàng)新之處在于:采用分段函數(shù)擬合頂板位移函數(shù);采用神經(jīng)網(wǎng)絡(luò)方法識別位移函數(shù);用調(diào)整系數(shù)修改位移函數(shù)。 - By combining the displacement function of two - end fastened strip in finite strip method ( fsm ) with that of rectangular element in finite element method ( fem ) , the compound finite strip - element method is used to solve plane problems with mechanics of elasticity
摘要將有限條帶法( fsm )中兩端固定條和有限單元法( fem )中矩形單元的位移函數(shù)相迭加,運(yùn)用混合條元法來求解平面彈性力學(xué)問題。 - An inner iterative incremental displcacement procedure on the basis of the harmonization of the deformation amid the displacement function , and an inner iterative incremental load procedure cmi the basis of tile dispacement function and the improved arc - length method are proposed
本文提出了基于變形協(xié)調(diào)與位移模式的內(nèi)迭代位移增量法與基于位移模式和改進(jìn)弧長法的內(nèi)迭代荷載增量法。 - Thereafter , the 3 - d biot ' s wave equations in cylindrical coordinate for transversely isotropic saturated poroelastic media are transformed into the two uncoupling governing different equations of 6 - order and 2 - order respectively by means of the displacement functions
本文首先對橫觀各向同性飽和土的biot波動方程及參數(shù)作了系統(tǒng)的比較研究,闡述了波動方程及各項(xiàng)參數(shù)的物理力學(xué)意義。 - According to the assumed displacement function : w ( x . y ) = dcos x / a - cos y / b , determine the displacement function by using the principle of potential energy , and calculated formula of displacement , moment and shear of every beam in the grid - beam structure is offered
根據(jù)假定的位移函數(shù): w ( x y ) = dcos x ? cos y b ,利用勢能原理,確定該位移函數(shù),從而推導(dǎo)出井字梁結(jié)構(gòu)中各根梁的位移、彎矩、剪力計算公式。 - 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
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。
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