modification coefficient中文是什么意思

發(fā)音:

中文翻譯
造句

變位系數(shù)

modification n. 變更，更改，修正；改良，改進；緩和；修改；減輕；限 ...
coefficient adj. 共同作用的。 n. 1.共同作用；協(xié)同因素。 ...
addendum modification coefficient 齒頂高修正系數(shù); 齒頂修正系數(shù); 徑向變位系數(shù)
center distance modification coefficient 中心距變動系數(shù)
a-coefficient 自發(fā)發(fā)射系數(shù)
coefficient adj. 共同作用的。 n. 1.共同作用；協(xié)同因素。 2.【數(shù)，物】系數(shù)，率；程度。 coefficient of absorption 吸收率[系數(shù)]。 coefficient of expansion 膨脹系數(shù)。 coefficient of displacement 排水量[系數(shù)]。
coefficient a 輔酶a
s coefficient 恩格爾系數(shù)
acl-modification 酸型
addendum modification 變位量; 齒頂高修正; 徑向變位
addre modification 地址修改
address modification 地址修改
airfoil modification 翼型改型
airma modification 氣團變性
airmass modification 氣團變性
altman modification 阿特曼改進型
analytic modification 解析修改
antibiotics modification 抗生素修飾
artificial modification 人工修改
artwork modification 菲林修改
aspect modification 示象改變
axial modification 齒面修形; 齒向修形

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例句與用法

Addendum modification coefficient
齒頂修正系數(shù)
Geometrical design of cylindrical internal involute gear pairs ; diagrams for the determination of addendum modification coefficients
漸開線嚙合圓柱內(nèi)齒輪副的幾何設(shè)計:齒頂高變位系數(shù)測
The modification coefficient of the natural period will directly effect the reaction of the reinforced concrete frames under the earthquake , so
周期修正系數(shù)的取值將直接影響地震作用下鋼筋混凝土框架的反應(yīng)。
In this thesis , the expression of stress modification coefficients will be given when the intermediate stiffeners are set on the ring - stiffened cylindrical shell
本文推導(dǎo)了加設(shè)中間支骨的環(huán)肋圓柱殼應(yīng)力修正系數(shù)公式。
Analyzing the physical meaning of y which is the coefficient of bending differentiating equation , the effect of y on stress modification coefficients is considered , when the value of y is more than 1
在分析彈性基礎(chǔ)梁彎曲微分方程中系數(shù)物理意義的基礎(chǔ)上，討論了取值范圍不同對應(yīng)力的影響，并推導(dǎo)了當1時應(yīng)力修正系數(shù)的公式。
( 4 ) research on considering stress history and lateral deformation in 1 - d method for embankment settlement calculation . for av e ~ p method , the modification coefficient m , from influence of soil stress history is put forward . then , aimed at the e ~ lgp method and so on , by lots of nonlinear fem calculation , the different settlement revised formulas m2 are given for uniform and non - uniform roadbed cases
針對以a _ v 、 e p法等，提出了可考慮土體應(yīng)力歷史影響的修正系數(shù)m _ 1式子；接著，針對e - lgp法或進行了應(yīng)力歷史影響修正后的a _ v 、 e p等，通過大量非線性有限元計算，分別給出均質(zhì)路基和非均質(zhì)路基的考慮土體側(cè)向變形影響的沉降修正系數(shù)m _ 2式子。
Adopting the deformation harmony theory , the numeric calculation of the curve of load versus settlement is made . the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated . hence , under the condition of few or no static load test data , the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity , static cone penetration test and modification coefficient of depth , so it is remarkable to reduce the blindness of preliminary design of pile
通過室內(nèi)試驗及原位測試指標進行理論計算與現(xiàn)場實測值的對比，筆者引入了施工工藝修正系數(shù)k _ ( c1 )和k _ ( c2 )及深度修正系數(shù)，使理論計算值與現(xiàn)場實測值具有良好的一致性，進而通過變形協(xié)調(diào)理論對荷載?沉降曲線進行數(shù)值計算，并用不同施工工藝的實例說明了理論計算荷載?沉降曲線與實測荷載?沉降曲線的擬合效果，從而達到可在不做靜載荷試驗或少做靜載荷試驗的情況下通過剪切波速和靜力觸探試驗指標以及施工工藝修正系數(shù)等預(yù)測黃土地基中鉆孔灌注樁承載性狀，這對于工程初步設(shè)計中減少設(shè)計的盲目性具有十分重要的現(xiàn)實意義。
The design principle and data flow of process quality control is discussed . the paper then puts forward an algorithm of control principle in process quality control system and the modification coefficient ( a ) in the control chart of spc . a prototype for process quality control system is designed and implemented
研究了工序質(zhì)量控制系統(tǒng)的設(shè)計原理，工序質(zhì)量控制系統(tǒng)的數(shù)據(jù)采集與處理，工序質(zhì)量控制系統(tǒng)中監(jiān)控原理的算法，提出適應(yīng)erp環(huán)境的spc控制圖中的修正系數(shù)的原理與方法，并設(shè)計與實現(xiàn)了一個工序質(zhì)量控制與分析系統(tǒng)。

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