previous column 中文意思是什麼

previous column 解釋
前一列
  • previous : adj 1 先,前;以前的 (opp following)。2 〈口語〉過早的,過急的。adv 在前,在先,在…以前 (to)...
  • column : n 1 【建築】圓柱;圓柱狀物〈如煙柱〉。2 【軍事】縱隊 (opp line); 隊;(艦隊的)縱陣,縱列,艦列...
  1. In the hogging condition, double bottom and the side shell remain the ultimate bucking strength, deck and upperwing tank remain the yield stress, and the other parts keep elasticity. then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels. in this regard, the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure. fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence. all possible collapse modes involed in collapse of stiffened panels, including overall buckling collapse, column or beam - column type collapse, tripping of stiffeners and local bukling of stiffened web are considered

    確定了船體梁整體破壞時的剖面應力分佈之後,關鍵在於確定板架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發生的幾種破壞模式,即板架的整體屈曲破壞、樑柱形式的破壞、筋的側傾、腹板的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響,使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋腹板的局部屈曲,採用解析法推導出筋的腹板的撓度方程及其邊界條件,求解相應的方程,從而計算出腹板的局部屈曲應力。
  2. In his previous column, benoit marchal analyzed legacy data and showed how to map into a state - of - the art soap request

    在上一篇專欄文章中, benoit marchal分析了遺留數據,並說明如何映射到目前發展水平的soap請求中。
  3. In previous installments of this column, uche ogbuji introduced the wordnet natural language database, and showed how to represent database nodes as xml and serve this xml though the web

    本專欄的上一期中, uche ogbuji介紹了wordnet自然語言數據庫,並說明如何用xml表示數據庫節點和通過web提供該xml文檔。
  4. In some ways, a generator is like the closures which were discussed in previous installments of this column discussing functional programming see

    在某些方面,生成器就象本專欄前面文章討論的函數型編程中的「終止」 (參見
  5. After wrapping up my discussion of xi in my previous column, i decided it was time to revisit xm, the simple xml content management and publishing solution with which i kicked off this column

    在前一篇專欄文章中結束了對xi的討論后,我覺得是重新討論xm的時候了,這是一個簡單的xml內容管理和發布解決方案,本專欄的第一篇文章就是對它的介紹。
  6. If you missed the previous column, which introduced the eclipse plug - in architecture, i recommend you go back and read it now

    如果您沒有閱讀上一篇專欄文章(該文件簡介了eclipse插件體系結構) ,那麼我建議您現在就回頭閱讀它。
  7. The finite volume method and the star - cd software are used to compute the fluid flow process and mass transfer process of one tray and for the first time of the whole distillation column ( 10 trays ) under the total reflux. the computed results are as follows : 1. since the previous research did not show the comparison between the computational results and the measured values of 3d fluid field on a distillation tray, attention is paid to present work in this paper

    本文採用有限體積法及計算流體力學軟體「 star - cd 」對單塊板以及首次對全迴流下的全塔(十塊板)流體流動、傳質過程進行了計算,計算結果如下: 1 .泡沫工況下單塊板的流場計算值與solari及bell ( 77 (的實測值吻合較好。
  8. The author s previous column covering foaf

    請閱讀作者的涉及foaf的上一篇專欄文章
  9. It uses the random library we developed in a previous installment of this column

    這個新聞效應強調了在此類發現中人為的一面。
  10. The dfa construction algorithm converts this parse tree into a set of states, as the previous column explains

    如前一篇專欄文章中所解釋的, dfa構造演算法將該解析樹轉換成一組狀態。
  11. In a previous column, i mentioned the ability to

    在上一個專欄中,我提到了
  12. In the conclusion to my previous column see

    在我早期專欄的結論中(請參閱
  13. Introduced in a previous column, was helpful in writing this method

    上一篇專欄文章中介紹過的
  14. Read the previous column of this series on

    請閱讀本系列中關于
  15. Go to previous first - column ' { ' ; equivalent to

    移動到前一個行首的' { '字元上,等價于
  16. Go to previous first - column ' } ' ; equivalent to

    移動到前一個行首的' } '字元上,等價于
  17. On the basis of analysis previous experiment data, it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively, which is applicable to r. c. frame structure with special - shaped column is given out. the conclusion explains that the deformabiliry of r. c. frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure. the calculating formula of allowable value of axial load ratio of special - shaped column is derived, it is compared with that of equaling areas rectangle column

    根據對前人試驗數據的統計分析,給出了適用於異形柱框架結構的彈性和彈塑性層間位移角限值分別為1 550和1 75 ;指出了異形柱框架結構的層間變形能力介於普通矩形柱框架結構和剪力墻結構之間;以t形柱為例,推導了異形柱軸壓比限值的計算公式,通過與等面積矩形柱的對比分析,認為異形柱的軸壓比限值與其截面尺寸的比例關系有關;當腹板受壓或翼緣受壓時, t形柱軸壓比限值存在較大差異;不同的荷載角作用,軸壓比限值變化較大;矩形柱的軸壓比限值要大於異形柱的軸壓比限值。
  18. Read previous installments in the column series

    專欄系列以前的專欄文章。
分享友人