例句與造句

1. This paper analyzed from theory on the rigidity matrix transformation problems of the combination unit of plate unit and entity unit
   摘要從理論上分析了板單元實(shí)體單元相結(jié)合的單元?jiǎng)偠染仃囖D(zhuǎn)化問題。
2. Then the vibration equations in the wheel / rail system dynamics are constituted again and the rigidity matrix , the damping matrix and the load matrix can be formed by different computer processor for the sake of increasing parallel computation efficiency
   隨后在公式級(jí)對(duì)輪軌系統(tǒng)動(dòng)力學(xué)振動(dòng)方程組的組建進(jìn)行了優(yōu)化，將組建剛度矩陣、阻尼矩陣和荷載列陣模塊化。
3. After analyzing the features of total rigidity matrix and its operation of the finite element analysis , it presented a kind of linked compressed row storage with column storage index format , which improved the efficiency of both the storage and its operation of total rigidity matrix
   在分析了有限元分析中的總剛度矩陣性質(zhì)及其存取運(yùn)算特征之后,給出了一種帶列壓縮存儲(chǔ)索引的鏈?zhǔn)叫袎嚎s存儲(chǔ)算法,提高了總剛度矩陣元素的存儲(chǔ)及訪問效率。
4. But there is only one argument in each pile node or soil node in piles - soil system . therefore , an effective , simple and feasible coupling method is proposed in this thesis . that is to couple the three different rigidity matrixes of superstructure , raft and piles - soil system
   針對(duì)該情況,本文提出了一種簡(jiǎn)單可行的耦合方法,將上部結(jié)構(gòu)剛度矩陣、樁土支撐體系剛度矩陣和筏板剛度矩陣進(jìn)行耦合,形成共同作用方程并編制共同作用分析程序。
5. 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(lái)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。
6. It's difficult to find rigidity matrix in a sentence. 用rigidity matrix造句挺難的