例句與造句

1. in this paper, i have analyzed the distortion of continuous rigid frame bridge at the condition of temperature uniform change by displacement method and finite element method computer aided design program-sap91 . it included : the distortion and inner force condition at the bottom of single pier when it is consolidated, the distortion and inner force condition of thin double piers-rigid frame bridge; the distortion and inner force condition of thin double piers-rigid frame bridge when the consolidation is elastic consolidation and confinement adopted different rigidity factor; and the inner force condition of thin double piers-rigid frame bridge when the distance of piers is different
   本文利用位移法和結(jié)構(gòu)有限元電算程序sap91，對連續(xù)剛構(gòu)體系橋梁在受到均勻溫變情況下：墩底固接單柱墩、雙薄壁墩連續(xù)剛構(gòu)橋；墩底彈性固接時(shí)的雙薄壁墩連續(xù)剛構(gòu)橋采用不同轉(zhuǎn)動(dòng)約束剛度系數(shù)情況；以及雙薄壁墩墩間距不同的連續(xù)剛構(gòu)橋梁的受力情況進(jìn)行了分析和比較。
2. in this paper, i have analyzed the distortion of continuous rigid frame bridge at the condition of temperature uniform change by displacement method and finite element method computer aided design program-sap91 . it included : the distortion and inner force condition at the bottom of single pier when it is consolidated, the distortion and inner force condition of thin double piers-rigid frame bridge; the distortion and inner force condition of thin double piers-rigid frame bridge when the consolidation is elastic consolidation and confinement adopted different rigidity factor; and the inner force condition of thin double piers-rigid frame bridge when the distance of piers is different
   本文利用位移法和結(jié)構(gòu)有限元電算程序sap91，對連續(xù)剛構(gòu)體系橋梁在受到均勻溫變情況下：墩底固接單柱墩、雙薄壁墩連續(xù)剛構(gòu)橋；墩底彈性固接時(shí)的雙薄壁墩連續(xù)剛構(gòu)橋采用不同轉(zhuǎn)動(dòng)約束剛度系數(shù)情況；以及雙薄壁墩墩間距不同的連續(xù)剛構(gòu)橋梁的受力情況進(jìn)行了分析和比較。
3. the tunnel construction course was simulatly calculated by adopting plane elasticity theory and exercising 2d-6 the fem analysis system of civil engineering, which mainly analyses the condition of surroundings, deformed condition and the stress distribution condition of rock protect with lining build get force condition and deformed condition
   采用平面彈性有限元理論，運(yùn)用2d-土木工程fem分析系統(tǒng)，對隧道施工過程進(jìn)行模擬計(jì)算，主要分析了隧道施工過程中圍巖的應(yīng)力分布、圍巖變形狀況和支護(hù)與襯砌的受力、變形情況。
4. this research has include these following : firstly, base on the analysis of the process principle and the limitation of the original system prototype, this paper has analyzed the reasons and redesigned the both organization and control of system, to improve the force condition this paper redesigned the organization of tool arm, to improve the precision of system change the motor and control card, and add the tool auto-check equipment
   本文主要完成了以下幾方面的內(nèi)容:首先,在分析已有的初代系統(tǒng)不足的基礎(chǔ)上,提出了改型方案,重新進(jìn)行了機(jī)構(gòu)和控制系統(tǒng)的設(shè)計(jì),針對刀具電機(jī)受力不合理的問題,增加了支撐結(jié)構(gòu),重新設(shè)計(jì)了刀具連接體部分;針對加工臂偏擺電機(jī)的精度問題,更換了電機(jī);針對加工設(shè)備不完善的問題,增加了對刀模塊。
5. proceeding with the support " s force condition is analysed in the static and revolve state, the stress distributions in the contact areas of support and roller are researched by way of hertz theory, the tow-dimensional elastic movement of the contact area is studied by contact mechanics, and the formula and curve of movement regulation are deduced
   從回轉(zhuǎn)窯靜止與運(yùn)轉(zhuǎn)時(shí)支承的受力情況分析著手，依據(jù)赫茲接觸理論對托輪與滾圈接觸區(qū)的壓力分布進(jìn)行了分析，并用接觸力學(xué)方法研究了接觸區(qū)的二維彈性滑動(dòng)，推導(dǎo)出回轉(zhuǎn)窯軸向下滑計(jì)算公式，從而得出回轉(zhuǎn)窯軸向下滑特性曲線。
6. It's difficult to find forcing condition in a sentence. 用forcing condition造句挺難的
7. a one-dimensional oceanic mixed layer model with the m-y level-2.5 turbulence closure schemes is employed . the rate of energy loss by breaking waves is estimated by parameterization and incorporated into the model as a source of turbulence kinetic energy ( tke ) by modifying the existing surface boundary condition of tke equation . the velocity field and turbulence energy budget are calculated under different forcing conditions ( the results given below are for a wind speed of 20 m / s . )
   采用一維2.5階湍封閉混合層模式，根據(jù)參數(shù)化方法對波浪破碎導(dǎo)致的能量耗散率進(jìn)行了估計(jì)，通過改變湍動(dòng)能方程的上邊界條件引入波浪破碎對湍動(dòng)能生成的影響，計(jì)算了不同風(fēng)應(yīng)力強(qiáng)迫下的混合層流場結(jié)構(gòu)和湍能量收支(下述給出的結(jié)果是取風(fēng)速為20ms得到的)。
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