標稱偏差 的英文怎麼說

中文拼音 [biāochènpiānchā]
標稱偏差 英文
nominal deviation
  • : Ⅰ名詞1 [書面語] (樹梢) treetop; the tip of a tree2 (枝節或表面) symptom; outside appearance; ...
  • : 稱動詞(適合; 相當) fit; match; suit
  • : Ⅰ形容詞1 (不正; 歪斜) inclined to one side; slanting; leaning 2 (只側重一面) partial; prejudi...
  • : 差Ⅰ名詞1 (不相同; 不相合) difference; dissimilarity 2 (差錯) mistake 3 [數學] (差數) differ...
  1. Draw - in collets ; thread of the collets ; nominal size, limit deviations

    內拉簧套圈.套圈螺紋.尺寸極限
  2. In addition to standard competitive models, we study deviations due to externalities, asymmetric information, and imperfect rationality

    除了準的競爭模型,我們將學習因外部經濟效應、資訊不對和不完全理性造成的
  3. It would be presumptuous to attempt or claim to attempt a depth analysis of the aberrations of the contemporary mind, but it seems to me there is a kind of rational madness let loose in the world which delights in manipulation for its own sake, usually, if not always, buttressed by self - justifying, objective principles, a kind of rational madness which understands no theoretical limits to its pursuit of its self - justifying goals and which, worst of all, recognizes none or is blind to all of the possible consequences of its methodological and procedural logic when acted out in real life and among real people

    若企圖,或宣企圖對當代理智的,作一深入的分析,應屬冒昧放肆的舉動;但,我覺得,有個舉世不拘的理性狂,只喜歡自顧操作;經常(若非總是) ,以自證的客觀原理自持;這是一種,不識追求自證目的理論極限,的理性狂;且,最壞的,就是,當真在生活與真人之間行動時,他對,方法與程序邏輯,所可能的後果,一無所知,甚至盲然不視
  4. And it is commonly regarded as fault - free when the comparative deviation of component parameters are within 5 % of the nominal value, while in practical operations the allowance range could be set flexibly according to different requirements for the circuit performance

    通常認為元件參數的相對絕對值在值的5 %范圍內為無故障,但實際上元件的容是可以根據對電路性能的不同要求而靈活設定的。
  5. Nominal thickness of insulatioh should be in accordance with the stipulations of table 1, table2. - 10 % discrepancy is allowed, but the minimum thickness should be not less than 90 % - 0. 1 of nominal thickness

    2絕緣絕緣和厚度符合表1 、表2的規定,允許有- 10 %的,其最薄厚度應不小於厚度的90 % - 0 . 1
  6. Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as

    所取得的主要結論有:結構的扭轉效應與《抗震規范》所採用的扭轉不規則指心扭轉角之間的相關性較心扭轉角不宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指;對于樓層間均勻心的多層單向心結構,建議採用相對心距作為需考慮雙向水平地震作用的界定指,並給出針對不同平面尺寸的界限相對心距;對于樓層間均勻心的多層雙向心結構,建議採用兩個主軸方向的相對心距及其夾角作為界定指,結合單向心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定;凸凹不規則結構的扭轉效應與凸凹比例無正相關關系, 《抗震規范》要求所有平面布置不對的凸凹不規則結構計及扭轉效應的規定欠妥當,建議凸凹不規則界限值從30改為15 ,只要求分析採用空間模型比較合適; 《抗震規范》關于有效樓板寬度較小的結構需計及扭轉效應的規定很有必要,樓板局部不連續的結構需採用符合樓板實際剛度的計算模型予以分析,可使用相對心距(及其夾角)參照單向(和雙向)心結構的界定方案,界定樓板局部不連續結構是否需要計入雙向水平地震作用下的扭轉效應。
  7. For a sheet of nominal thickness not listed in the table, the permissible variations shall be the same as the next greater thickness

    對于厚度不在所列的優選厚度之一者,其允許應採用下一個較大的優選厚度的
  8. Tinned flexible copper wire is used as conductor, and its structure and d. c resistance should be in accordance with the stipulations of table1. table2

    2絕緣絕緣和厚度符合表1 、表2的規定,允許有- 10 %的,其最薄厚度應不小於厚度的90 % - 0 . 1
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