weighted residual method造句
例句與造句
- Weighted residual method with compactly supported trial functions
緊支試函數(shù)加權(quán)殘值法 - Critical buckling load of circular thin plate by weighted residual method
用加權(quán)殘值法求圓形薄板壓曲臨界荷載 - Weighted residual method
加權(quán)殘量法 - Based on an established stochastic weighted residual method formulation , stochastic buckling of a cylinderic shell is discussed
摘要在建立隨機(jī)加權(quán)殘數(shù)法公式體系的基礎(chǔ)上，討論了圓柱殼屈曲的概率分析。 - First , the penalty finite element balance equation for quasi - static problem is obtained by the application of galerkin weighted residual method and the introduction of penalty parameter
首先，采用伽遼金加權(quán)余量法推導(dǎo)有限元平衡方程，利用罰方法得到求解擬靜態(tài)問題的罰有限元公式。 - It's difficult to find weighted residual method in a sentence. 用weighted residual method造句挺難的
- Compactly supported function is used to construct the trial function , and weighted residual method with compactly supported function is employed to discretize the differential equation
無網(wǎng)格法是以一系列節(jié)點(diǎn)離散求解域,使用緊支函數(shù)構(gòu)造試函數(shù),采用加權(quán)余量法導(dǎo)出微分方程等效形式。 - In terms of the weighted residual method to the springback anti - coupled equations , the springback potential energy principle and springback complementary energy principle of axisymmetric problems are established
應(yīng)用加權(quán)馀量法于該回彈反耦聯(lián)方程，建立了軸對(duì)稱問題的回彈勢(shì)能原理和回彈馀能原理。 - Then the penalty finite element formula can be derived through galerkin weighted residual method . to test the model , the paper calculate a cantilever sample and a four point bending beam under near static load and sinusoidal load
針對(duì)浸泡在液體中的懸臂梁試件和四點(diǎn)彎曲試件，計(jì)算了在受躍階載荷和正弦載荷作用時(shí)的變形、流動(dòng)以及流動(dòng)電場(chǎng)分布。 - It is a new truly mesh - less method , because the background cells for integration are not needed . it uses the weighted function of gaussian or of spline as a test function of the weighted residual method
這種方法采用高斯權(quán)函數(shù)或樣條函數(shù)作為加權(quán)函數(shù)；同時(shí)這種方法只包含中心在所考慮點(diǎn)處的規(guī)則局部區(qū)域上以及局部邊界上的積分；所得系數(shù)矩陣是一個(gè)帶狀稀疏矩陣。 - The article has applied the weighted residual method and laplace changing to analyze the plastic dynamic response of a simple circular plate , the influence of elastic foundation on it and drives its residual deflection and the terminal time
摘要應(yīng)用加權(quán)殘值法和拉普拉斯變換，分析彈性基礎(chǔ)上簡(jiǎn)支圓板的塑性動(dòng)力響應(yīng)問題，彈性基礎(chǔ)對(duì)薄板塑性動(dòng)力響應(yīng)的影響，并且給出板的殘余撓度和終止運(yùn)動(dòng)時(shí)間。 - The elastic foundation model is considered as two - parameter elastic foundation model and its effect to moderate - thick plates are taken into account by a set of governing differential equations . united with hu hai - chang ’ s function , least squares collocation weighted residual method which uses b - spline function as trial function is put forward for solving the bending problems . compare with the results of finite element method of lines , spline finite strip method , accurate solution of series etc . it is proved that the method in this article has adequate accuracy and practical feasibility
本文采用瑞斯納中厚板理論求解彈性地基板,建立雙參數(shù)地基與中厚板相互作用的控制微分方程,結(jié)合胡海昌的解耦函數(shù),運(yùn)用雙五次b樣條函數(shù)作為試函數(shù)的離散型最小二乘加權(quán)殘值法分析了雙參數(shù)地基上的中厚板的彎曲問題,并將結(jié)果與有限元線法、有限條法、級(jí)數(shù)精確解等進(jìn)行比較,證明本文方法具有足夠的精確性與實(shí)際的可行性。 - In this article , a program about the weighted residual method is compiled by using matlab mathematics software to solve this problem . the program has broad applicability , which can analyze the displacement fields and the internal force fields of moderate - thick plates on two - parameter elastic foundation with arbitrary boundary and arbitrary loading con - ditions ( contains uniform line load , concentrated load or combined loads on arbitrary position of plates )
計(jì)算中本文應(yīng)用matlab數(shù)學(xué)軟件編制出求解該問題的加權(quán)殘值算法程序,程序適用性較強(qiáng),可以求解雙參數(shù)彈性地基上任意邊界條件組合下任意豎向荷載(包括板面上任意位置的均布荷載、集中荷載以及兩者的組合)作用下的中厚板內(nèi)任意點(diǎn)的位移場(chǎng)、內(nèi)力場(chǎng)。 - Firstly in this part , computer simulation methodology based on the baecher model for generating network of discrete fractures was presented , which includes the follow details : probability distributions of fracture density , orientation , trace length , size , and aperture and estimation of their statistical parameters ; stochastic models of fracture network ; monte - carlo ' s simulation method ; numerical simulation procedure and technicality . then , boundary element method was used to calculate flow through the generated fractured network . assuming single fracture as a two - dimension inexpressible isotropic porous media , boundary element method equations for flow in single fracture and then in fracture network were derived using the weighted residual method
給出了離散裂隙網(wǎng)絡(luò)模型所依據(jù)的基本假定；發(fā)展了基于baecher模型的離散裂隙網(wǎng)絡(luò)計(jì)算機(jī)隨機(jī)生成技術(shù)：詳細(xì)地推導(dǎo)了單裂隙滲流和多裂隙相交網(wǎng)絡(luò)滲流的邊界單元法公式，發(fā)展了離散裂隙網(wǎng)絡(luò)中穩(wěn)態(tài)滲流的邊界元數(shù)值技術(shù)，并且討論了相關(guān)的具體數(shù)值技術(shù)細(xì)節(jié)，如角點(diǎn)的處理方法，單元的自動(dòng)剖分等：描述了混合邊界元?管流模擬方法及其數(shù)值實(shí)現(xiàn)；研究了裂隙網(wǎng)絡(luò)的簡(jiǎn)化方法，并針對(duì)裂隙網(wǎng)絡(luò)邊界元法的特點(diǎn)提出了一種改進(jìn)的分塊三角分解法。