continuity condition造句
例句與造句
- The given solution satisfies all fundamental equations of elasticity and continuity conditions between the laminates
此解滿足層合板的基本方程和層間連續(xù)條件。 - In this paper , the reasonable measures of stress and strain and the right expression of geometric equation and continuity condition are pointed
對于歐拉表達式中的幾何方程和連續(xù)條件，文中指出應(yīng)采用合理度量及正確表達式。 - By the use of the continuity conditions at the layer interfaces , the general solution formulation of multilayered axisymmetric space magneto - electro - elastic media is given
根據(jù)層間完全接觸的連續(xù)條件，由傳遞矩陣方法導(dǎo)出了多層壓電壓磁彈性材料空間軸對稱問題的一般解析式。 - In proc . the eurographics acm siggraph symposium on geometry processing sgp 03 , aachen , germany , 2003 , pp . 127 - 137 . 19 gormaz r . b - spline knot - line elimination and b ezier continuity conditions
我們的實驗結(jié)果說明了三角b樣條不僅具有理論上的完備性，并且是計算機圖形學(xué)和幾何設(shè)計領(lǐng)域中的非常實用的工具。 - The continuity condition of displacements at the interface of elements is enforced by penalty function , of which the penalty number has geometrical meaning and can be determined according to the accuracy desired
單元之間位移場的連續(xù)性要求是用罰函數(shù)來實現(xiàn)的，其中的罰數(shù)具有明確的幾何意義，并可按對解的精度要求預(yù)先估計出大小。 - It's difficult to find continuity condition in a sentence. 用continuity condition造句挺難的
- With the aid of the obtained fundamental solutions and the continuity conditions of stress and displacement on material interface , complex potentials solutions for an bi - material infinite plate with an elliptical inclusion under pulling stress are given
根據(jù)界面上應(yīng)力和位移的連續(xù)條件，得到了單向拉伸狀態(tài)下，含有橢圓夾雜的無限大雙材料組合板的復(fù)勢解。 - After some numerical analyses , the effects of dilatancy , constitutive relation , rigidity degradation , thickness , properties , continuity conditions at interfaces are analyzed . ( 4 ) an introduction of the background that makes us present this study is made
通過一系列數(shù)值計算，分析了剪脹、本構(gòu)關(guān)系、剛度退化、土層厚度、孔隙率、邊界條件等對液化的影響，編制了計算程序。 - Abstract : from the equilibrium and continuity conditions of wave impedance boundary of stress wave and velocity , wave , the paper derives the expressions of reflection coefficient and transmission coefficient of stress wave and velocity wave , further , discusses the characteristics of f - v curves at different impedance ratio , and analyzes the application of these characteristics to ascertain the defects of pile and soil resistance distribution around pile by practical engineering examples
文摘:該文從力波及速度波在波阻抗界面的平衡及連續(xù)條件，推導(dǎo)了力波、速度波的反射系數(shù)、透射系數(shù)表達式，進而討論在不同阻抗比時的f ? v曲線特征，并引用幾個工程實例對應(yīng)用這些特征判定樁身缺陷及樁周土的阻力分布進行了分析。 - With the first method , multi - degree reduction can be executed at one time and certain continuity conditions can be satisfied ; by relaxation of constrained conditions , great improvement on the lpm of literature [ 30 ] can be obtained when interval rational bezier curves are degenerated to interval bezier curves . explicit computation formulas are presented when only one or two degrees reductions are required in the second method , and upper bounds for their errors are estimated
前者可一次性降多階，且能滿足一定的連續(xù)性要求，通過約束條件的放松，本文的算法較文獻[ 30 ]的lpm法有更好的逼近；后者則給出了降一、二階時的顯式計算公式和誤差上界估計式，且逼近精度比前者更高。 - ( 2 ) some studies are made for the subject of various effects on wave propagation and ground motion of multi - dry , multi - saturated , and alternate dry and saturated soil layers . a comprehensive computer program is compiled , accounting for soil dilatancy , linear and non - linear constitutive relation , rigidity degradation and suiting to any combinations of soil layers , dry and / or saturated with different thicknesses , properties , continuity conditions at interfaces , and inputs at base and top boundaries . from the numerical results obtained for a quite large number of typical cases , some knowledge of general trends of response for , especially , the cases of alternate dry and saturated soil layers are gained both quantitatively and qualitatively
( 2 )對不含水土層分層排列、飽水土層分層排列、不含水土層與飽水土層分層交錯排列情況下對波傳播和地面運動的影響做了一些研究，考慮到土壤的剪脹性、線性和非線性本構(gòu)關(guān)系，剛度退化等因素，編制了可適用上述各種情況和任意多土層(包括含水或不含水、力學(xué)性質(zhì)不同、厚度不同、邊界連續(xù)條件不同等) ，在不同基底輸入或上邊界輸入作用下的通用分析程序，通過對相當(dāng)數(shù)量的典型情況進行的分析計算，得到了一些趨勢性的認識，特別是對飽水與不含水土層分層交錯情況，取得了一些新認識。 - Then fourier transformation is employed to solve equations of motion of the rings , bulkheads , stringers and fluid respectively , with their reactions ( moments ) expanded by the shell ' s in - vacuo modes . by means of continuity conditions on the interfaces between the shell and the stiffeners as well as the fluid , and inverse fourier transformation , the modal reactions ( moments ) are finally expressed by the shell ' s modal velocities
然后用fourier變換分別求解環(huán)肋、艙壁、縱骨和流場的運動方程，將它們對殼體的作用力(力矩)用殼體周向模態(tài)展開，利用它們與殼體在連接處位移連續(xù)條件以及fourier逆變換得到用殼體速度表示的模態(tài)相互作用力(力矩) 。 - A delaminated beam is divided into three areas and the displacement field of each area is a cubic function of the thickness coordinate . the continuity conditions of displacements and transverse shear stresses on the bonded interfaces , the delamination continuity on the debonded interfaces and the continuity conditions of displacements at the edges of debonded interfaces are assured
脫層梁被分為3個區(qū)，各區(qū)位移場為厚度坐標(biāo)的三次函數(shù)，能滿足層間位移和剪應(yīng)力的連續(xù)條件、脫層界面的脫層條件和脫層邊界點的位移連續(xù)條件。 - A concept named modified or generalized simply supported edges is therefore introduced , i . e . , superimposing altogether the solutions to the rectangular plate with four simply supported edges on which the uniformly distributed load locally acts , to the rectangular plate with four simply supported edges of which one of them is under the action of distributed bending moment and to the rectangular plate with various generalized simple supported edges and then taking the continuity condition of boundary , so as to let the result of superimposition satisfies all boundary conditions , an analytic solution is given to the rectangular overhanging plates on which any kinds of loads are acting
使用了變相的或廣義簡支邊的概念，將四周簡支局部作用分布載荷矩形板的解、四周簡支一邊作用分布彎矩矩形板的解及各種具有廣義簡支邊的矩形板的解進行疊加，并應(yīng)用邊界連續(xù)性條件，令這樣的解滿足所有邊界條件，得到了任意載荷作用下矩形外伸板的解析解。 - By use of the stress free conditions on crack and the continuity conditions of stress and displacement on ideal bonded material interface , the stress field of an bi - material infinite plate with an elliptical inclusion and a deminfinite interface crack are given on the base of the complex potentials solutions obtained above . and the corresponding stress intensity factor k is given
在該復(fù)勢解的基礎(chǔ)上，根據(jù)裂紋表面的零應(yīng)力條件和理想粘接界面上的位移和應(yīng)力連續(xù)條件，通過求解hilbert問題，得到了含有夾雜和半無限界面裂紋的無限大板的應(yīng)力場，并由此給出了裂尖的應(yīng)力強度因子k 。 - Finally , a series of fredholm integral equations of first kind for determining the unknown forces can be set up through continuity conditions that are expressed in terms of the green ' s function , finally the integral equations can be transformed into a series of algebraic equations based on the direct - discrete method and solved numerically
利用green函數(shù)寫出界面位移連續(xù)條件，建立求解未知外力系的第一類fredholm積分方程組，采用直接離散的方法將定解積分方程組轉(zhuǎn)化為代數(shù)方程組進行求解。本文的具體工作如下： 1
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