剛度方程的英文

發(fā)音:

英文翻譯
造句

stiffness equation

剛度 rigidity; stiffness; inflexi ...
方程 equation
飽和度方程 saturation equation
標(biāo)度方程 scale equation
長度方程 length equation
度方程式 equation of pile deflection
二度方程 second degree equation
經(jīng)度方程式 longitude equation
靈敏度方程 sensitivity equation
濃度方程 concentration equation
散度方程 divergence equation
濕度方程 hygrometric equation
速度方程 rate equation
梯度方程 gradient equations
渦度方程 vorticity equation
金斯粘度方程 jeans viscosity equation
類似度方程式 resemblance equation
坡度撓度方程 slope deflection equation
震級(jí)頻度方程 magnitude-frequency equation
正壓渦度方程 barotropic vorticity equation
樁撓度方程式 equation of pile deflection
愛因斯坦粘度方程 eve
蓋林格速度方程 geiringer velocity equation
同位素溫度方程 isotope thermometry equation
總反應(yīng)速度方程 overall rate equation

"查查詞典"手機(jī)版

千萬人都在用的超大詞匯詞典翻譯APP

例句與用法

Stiffness formula of cable element under general situations and its application
一般情況下小垂度索的剛度方程及其應(yīng)用
Based on the force - method equation , the stiffness matrix and fixed - end nodal displacement and force vector are derived
在力法方程的基礎(chǔ)上，給出了組合梁單元的剛度矩陣、桿端位移向量及桿端荷載向量并建立了剛度方程。
By using 3 - d isoparametric element , the global stiffness matrix equation for the piezoelectric laminate is obtained on the bases of minimum principle of total potential energy
由于最小勢能原理，建立了單元?jiǎng)偠染仃嚭蛪弘姴牧系恼w剛度方程。并且推導(dǎo)了壓電層合板的邊界條件。
On the basis of the virtual work principles and nonlinear finite element theory , the author introduces a plausible method which analyzes the double nonlinear problem of structure by importing the elastic - plastic constitutive relationship matrix into geometric nonlinear fea equation
摘要從非線性有限元理論出發(fā)，基于虛功原理，闡述在幾何非線性剛度方程有限元列式中引入非線性本構(gòu)關(guān)系矩陣、合理考慮結(jié)構(gòu)雙重非線性問題的理論方法。
When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
分析斜支承連續(xù)曲線箱梁橋時(shí)，采用考慮翹曲作用的曲線格子梁分析方法，應(yīng)用矩陣位移法對(duì)具有約束支承形式的斜支承連續(xù)曲線薄壁箱梁橋進(jìn)行分析，考慮到支座的約束條件并不與梁端彎曲角位移和扭轉(zhuǎn)角位移的方向一致，引入支座節(jié)點(diǎn)坐標(biāo)矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計(jì)算單元?jiǎng)偠染仃嚭蛦卧?jié)點(diǎn)力，然后按照矩陣位移法組集總剛并建立結(jié)構(gòu)剛度方程，根據(jù)結(jié)構(gòu)剛度方程即可求解未知的節(jié)點(diǎn)位移及桿端力，推導(dǎo)出任意截面處的內(nèi)力計(jì)算公式。
This paper studied the material nonlinear problems , geometric nonlinear problems and double nonlinear problems , which includes both material and geometric nonlinear problems , of tall frames . at first i built up the stiffness equations of nonlinear problems by qr - method , then solved them by incremental iterative method , finally wrote the corresponding programs by c and calculated some examples
本文研究高層框架的材料非線性問題、幾何非線性問題及雙重非線性問題，即既含材料非線性問題又含幾何非線性問題，先利用qr法建立非線性問題的剛度方程，然后利用增量迭代法求解非線性剛度方程，并用c語言編制計(jì)算程序，計(jì)算了一些例題。
In order to solve the static , dynamic and material nonlinear problems of mega - frame structure , this paper analyzes mega - frame structure by qr - method and sets up a new computational form . in this paper , the author adopts the method of repeated increment and no limit stabilization to handle t he elastic - plastic rigid equation and dynamic equation
然后，利用qr法對(duì)巨型框架結(jié)構(gòu)進(jìn)行分析，解決該結(jié)構(gòu)的靜力、動(dòng)力及材料非線性問題，利用增量迭代法及樣條無條件穩(wěn)定算法分別求解彈塑性剛度方程及動(dòng)力方程，建立了高層巨型框架結(jié)構(gòu)分析的新的計(jì)算格式。
Secondly the author ' s study are introduced in this paper . the author study mainly the linear static and dynamic , elastic - plastic static and dynamic problems of cfst arc - bridge . firstly , the author establish the linear static equation on the based of the rigid equation of element by qr - method , and then analysis the inner force of arc bridge , establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation , then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization , arithmetic
本文主要研究大跨度鋼管混凝土桁架拱線性靜力問題和線性動(dòng)力問題以及彈塑性靜力問題和彈塑性動(dòng)力問題，先利用qr法按照梁單元的剛度方程建立桁架拱的線性靜力方程，進(jìn)行桁架拱內(nèi)力分析，建立桁架拱線性動(dòng)力方程、彈塑性剛度方程及彈塑性動(dòng)力方程，然后利用增量迭代法及樣條無條件穩(wěn)定算法分別求解彈塑性剛度方程及動(dòng)力方程。