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calculated mode中文什么意思

發(fā)音:   用"calculated mode"造句
  • 計(jì)算式
  • calculated:    adj. 1.有計(jì)劃的,有意的,故意的。 2.(預(yù)備)供 ...
  • mode:    n. 1.法,樣,方法,方式。 2.模,型;樣式,體裁, ...
  • be calculated for:    為適合而設(shè)計(jì)的
  • be calculated to:    目的在于, 打算, 蓄意
  • calculated:    adj. 1.有計(jì)劃的,有意的,故意的。 2.(預(yù)備)供…之用的,合于…之用的。 3.算清了的;被預(yù)測(cè)出的。 a calculated risk 有意進(jìn)行的冒險(xiǎn)。
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  1. The paper not only puts forward the calculating mode of the virtual employee stock owner and accounting management methods , but also analyzes the feasibility and necessity in the practice with the concrete cases
    本論文不但提出了虛擬員工持股的計(jì)算模型與會(huì)計(jì)處理方法,并且結(jié)合實(shí)際案例分析了它在實(shí)踐中的可行性與必要性。
  2. 1 . according to the examples of engineering practice , we can build up temperature - calculating modes of box section and then calculate temperature fields of box section by measuring the boundary conditions and restricting conditions . 2
    1 、結(jié)合工程實(shí)例,用有限元方法( ansys )建立箱梁截面的溫度計(jì)算模型,由實(shí)測(cè)的邊界條件和實(shí)際約束條件計(jì)算出箱梁截面的溫度場(chǎng)。
  3. By ansys , we can build temperature - calculating modes of p . c box girder t and then calculate the effect of temperature fields on the stress and the line deformation . 3 . adopt the spot - measure method
    2 、用ansys建立預(yù)應(yīng)力混凝土箱梁t構(gòu)的溫度計(jì)算模型,由實(shí)測(cè)溫度給定邊界條件,分別計(jì)算出溫度對(duì)預(yù)應(yīng)力混凝土箱梁t構(gòu)撓度的影響以及對(duì)預(yù)應(yīng)力混凝土箱梁截面應(yīng)力的影響。
  4. In order to ascertain the character of cable - replaced bridge , in addition , the thesis calculates mode shapes and natural frequencies of the bridge using algor software and estimates the result of dynamic load test and calculation in details
    為了評(píng)價(jià)換索后橋梁的工作特性,最后利用algor軟件對(duì)換索后的結(jié)構(gòu)進(jìn)行了振型和自振頻率分析,并對(duì)動(dòng)載試驗(yàn)檢測(cè)和計(jì)算成果作了詳盡的分析和評(píng)價(jià)。
  5. Via the practical engineering of improving the soft foundation with the low intensity piles composite foundation the field test study is done . these work is done : ( 1 ) the method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 2 ) the field test method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 3 ) the strain character of the low intensity piles composite foundation under the embankment load is studied ; ( 4 ) the stress character of the low intensity piles composite foundation under the embankment load is studied and the differences of the pile - soil stress ration and what make them is discussed ; ( 5 ) the calculating mode of bearing capacity of low intensity piles composite foundation is discussed
    本文借助于低強(qiáng)度樁復(fù)合地基處理橋頭深厚軟基的實(shí)際工程,對(duì)低強(qiáng)度樁復(fù)合地基加固橋頭軟基進(jìn)行了試驗(yàn)研究,做了以下工作: ( 1 )對(duì)低強(qiáng)度樁復(fù)合地基加固高等級(jí)公路軟基的方法進(jìn)行了總結(jié); ( 2 )對(duì)低強(qiáng)度樁復(fù)合地基加固軟基的試驗(yàn)方法進(jìn)行了總結(jié); ( 3 )研究了低強(qiáng)度樁復(fù)合地基在堆載作用下的變形性狀; ( 4 )研究了低強(qiáng)度樁復(fù)合地基在堆載作用下的應(yīng)力場(chǎng)特征,并對(duì)不同性質(zhì)荷載作用下低強(qiáng)度樁復(fù)合地基樁土應(yīng)力比進(jìn)行了比較,分析了存在差異的原因原因; ( 5 )對(duì)低強(qiáng)度樁復(fù)合地基承載力的計(jì)算方法進(jìn)行了探討。

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