universal plane 中文意思是什麼

universal plane 解釋
萬能刨
  • universal : adj 1 宇宙的,萬有的,萬物的;完全的,絕對的;全世界的。 2 人類全體的,萬人的;全面的,普及的,普...
  • plane : n 懸鈴木屬樹木。n 1 平面,水平面,面。2 (知識等的)發達程度,水平,階段。3 【航空】機翼面;〈常 ...
  1. Remember there was ever the instruction to those peoples that were to hold to that that would bring for the spiritual forces, rather than the abuses of the abilities - as those with familiar spirits, as those that spoke to or partook of the divinations of those that had passed from the earth ' s plane, or those that partook of the animal magnetism - that came from the universal consciousness of animal matter as passed into its experience, in its interchange through those periods of integration and disintegration - and the spirit forces possessing those that would lay themselves open to such conditions, for these are as real as physical bodies if the attunements of the entity are such that it may vision them

    記住曾經給致力於精神力量修持的那些人們指導介紹過,而不是濫用各種能力-就像熟悉精神的那些人一樣,就像宣講真相的那些人或者共同分享已經傳遞到地球平面的預言的那些人一樣,或共同參與動物磁性說的那些人一樣-來自已經傳遞了它的經驗的動物物質的宇宙意識,通過集成和崩潰的那些周期的交換-並且精神力量支配那些將自己置於心靈開放條件下的人,因為這些精神力量就跟物質身體一樣真實,如果實體是協調一致的話可以顯現看見精神力量!
  2. Winfree proved that self - assembling tile systems in a plane are capable of doing universal computation, and when restricted to a line are exactly as powerful as discrete finite automa

    Winfree已經證明平面上的片裝配系統能做通用的計算,而線性自裝配模型的計算能力相當于離散的有限自動機。
  3. The effect of different sizes of sections, modes and values of residual stresses are studied. through the analysis, the conclusion is arrived at that the universal slenderness ratio should be used to better correlate the stability of box section beams with the member length instead of the out - of - plane slenderness, and the stability coefficient is taken to be 1. 0 for practical used box girder. then, the elastic critical loads of box section beam - columns are obtained based on the gjelsvik theory, and the relationship between axis force p and moment m is given

    最後,運用ansys通用有限元程序的beam189單元,引入初彎曲和殘余應力的影響,用考慮幾何和材料雙重非線性的有限元求解格式求得箱形柱在不同軸力和彎矩比例作用下的彈塑性極限承載力,通過對十幾個不同截面尺寸構件在不同長細比下的承載力計算,發現在軸力p遠大於彎矩m時,構件將是平面外失穩控制,而當軸力p遠小於彎矩m時,構件則以平面內失穩為主。
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