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elastic displacement中文什么意思

發(fā)音:   用"elastic displacement"造句
  • 彈性位移
  • elastic:    adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
  • displacement:    n. 1.轉(zhuǎn)位，移動(dòng)；取代，置換；(人的)流離失所。 2 ...
  • elastic displacement of mill bousing:    機(jī)架牌坊的彈性變形
  • propagation of elastic displacement:    彈性位移的傳播
  • elastic:    adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的。 3.機(jī)變的，輕快的。 an elastic body 彈性體。 elastic braces 松緊吊褲帶。 elastic force 彈力。 an elastic principle 靈活性的原則。 elastic ribbon 松緊帶。 an elastic temperament 開朗的性格。 n. 橡皮線，松緊帶，橡皮圈。 adv. -ally
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例句與用法

  1. The relations between accuracy , convergence of natural frequencies and transverse elastic displacement shape function , quantity of elements were discussed
    計(jì)算實(shí)例表明，不同位形的機(jī)器人的頻率差別很大。
  2. Abstract : in mixed - interface modal synthesis method , the substructural displacement is considered as the synthesis of the elastic displacement to interface free - points and the implicated displacement produced by the fixed - points
    文摘:在混合界面模態(tài)綜合法中，子結(jié)構(gòu)的節(jié)點(diǎn)位移被視為相對(duì)于對(duì)接界面約束節(jié)點(diǎn)的彈性變形和伴隨約束節(jié)點(diǎn)的牽連運(yùn)動(dòng)位移之和。
  3. Based on the idea of the measured displacement can be divided into elastic and plastic parts , elastic parameters can back analyzed by the elastic displacement , which is the measured instant after blasting excavation . the strength parameter can be got by plastic deformation , which is the measured during the period of construction loop without blasting excavation . lastly , depending on fenner formula , a new and valid evaluating criterion for tunnel stability is presented and the effect of deformation modulus , cohesion , internal friction angle and overburden can be considered
    以解析理論為基礎(chǔ)提出一種實(shí)用而簡(jiǎn)便的圓形洞室彈性反分析方法，且將其應(yīng)用推廣到其它洞型、分步位移等不同情況；提出一種圍巖強(qiáng)度參數(shù)反演方法，并對(duì)其可靠性進(jìn)行了初步研究； ( 4 )依據(jù)芬納公式提出了能夠考慮圍巖變形模量、強(qiáng)度參數(shù)、埋深等主要因素的、新的、有效的圍巖穩(wěn)定性評(píng)判方法。
  4. Through numerical analysis of the double thin - wall flexible piers continuous rigid - frame bridge , the paper discusses the design influence of the double thin - wall flexible piers . based on the nonlinear programming , the paper thinks about elastic displacement of groundwork , from force analysis of the double thin - wall flexible piers continuous rigid - frame bridge , to draw to the method of parameter optimal design method
    通過對(duì)雙薄壁墩連續(xù)剛構(gòu)橋的數(shù)值分析，探討了雙薄壁墩設(shè)計(jì)的影響因素，著重從雙薄壁橋墩連續(xù)剛構(gòu)橋的受力分析出發(fā)，以非線性規(guī)劃為基礎(chǔ)，提出了考慮基礎(chǔ)彈性變形的優(yōu)化設(shè)計(jì)方法。

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