例句與造句

1. Optimization design was carried out on the rigidity coefficient of its key component - torsional spring by means of adams software
   利用adams軟件對其關(guān)鍵部件扭轉(zhuǎn)彈簧的剛度系數(shù)進(jìn)行了優(yōu)化設(shè)計(jì)。
2. The deformation of the waffle slab can be calcu1ated by using the tab1es of two - - way so1id s1ab . but with a changing flexural rigidity coefficient , which was very c1ose to the test va1ue in the uncracked and cracked stages
   根據(jù)試驗(yàn)結(jié)果，用極限平衡法可以便捷和較為準(zhǔn)確地求得雙向密肋樓蓋的極限平衡荷載；提出了利用雙向板表格計(jì)算雙向密肋樓蓋的變形。
3. If we can accurately ensure the rigidity coefficient , the result of mathematic analysis method can approach the fact accurately by applying contact mechanics theory , we can deal with the lining and lining as contact problem of two bodies . using pretension bolted solid finite element simulate bolt at linings . thus not only considers perpendicular rigidity but also considers the tangent contact rigidity
   ( 4 )通過運(yùn)用接觸力學(xué)的理論，將管片與管片的接頭抽象成為兩個(gè)體與體的接觸問題，在管片處的螺栓采用有限元中的實(shí)體螺栓預(yù)緊單元進(jìn)行模擬，這樣不但考慮了管片與管片處的法向剛度接觸而且考慮了管片與管片間的切向接觸剛度。
4. Using mathematic analysis method analyses the different tie - in " computation mode of fabricated lining railway tunnel . the thesis studies the contents as follows : amended rigidity method can simulate the mechanism by changing the rigidity coefficient , but it is difficult to choose the rigidity coefficients
   本文用數(shù)值分析的手段，對裝配式襯砌不同的接頭計(jì)算模式分別進(jìn)行了有限元分析，主要內(nèi)容如下： ( 1 )修正剛度法可以通過改變管片接頭處的剛度折減系數(shù)來很好的模擬接頭的受力機(jī)理，但是剛度折減系數(shù)的選擇無疑是很難的。
5. In this paper , based on the characteristics of force and deformation of pars , the time - variation of the elastic coefficient of fulcrum in the calculation model of pars is analyzed and studied ; and the lessening of rigidity coefficient of elastic fulcrum , which is caused by the continual bottom soil resilience beside the piles and the increase of excavation depths during different steps , is discussed
   摘要根據(jù)樁錨支護(hù)結(jié)構(gòu)的受力和變形特點(diǎn)，研究分析了樁錨支護(hù)結(jié)構(gòu)計(jì)算模型中支點(diǎn)彈性剛度系數(shù)的動(dòng)態(tài)時(shí)變性；討論了隨樁內(nèi)側(cè)坑底土的持續(xù)反彈以及不同工況下隨著基坑開挖深度的逐漸增大，進(jìn)而導(dǎo)致彈性支撐剛度系數(shù)的減小的變化規(guī)律。
6. It's difficult to find rigidity coefficient in a sentence. 用rigidity coefficient造句挺難的