secondary limit 中文意思是什麼

secondary limit 解釋
次級限值
  • secondary : adj 1 第二(位)的,第二次的;中級的 (opp primary)。2 副(的);從屬的;附屬的;輔助的;補充的...
  • limit : n. 1. 界限,界線;邊界。2. 極限,限度;限制。3. 〈pl. 〉范圍,范域。4. 限價;限額;賭注限額;獵物限額。vt. 1. 限制,限定。2. 減少。adj. -able
  1. New model for secondary bifurcation to large limit cycles

    二次分支到大極限環的一個新模型
  2. Tmac will destroy our opponents secondary and limit the minutes on his fragile frame

    麥帝會成為打擊對手的第二梯隊,他脆弱的身體將限制他的出場時間。
  3. The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress. inner stress of secondary beam was over ultimate strength, and deforming is ultra big. so it was unfit for produce and secondary beam must be changed

    再現分析得出的主要結論為:橋架的主樑上蓋板主焊縫的最大應力超過了許用應力,但小於屈服極限,可以繼續投入使用;副梁內部的應力遠遠超過了強度極限,變形特別嚴重,不能滿足生產要求,因此更換新的副梁;端梁內部的應力超過了屈服極限,小於強度極限,在應力較大的位置焊接補強板;投入使用后,要對整個橋架進行定期檢查。
  4. On the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上,給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  5. Abstract : on the basis of the concept of combination of action effects of modem prestressed concrete structures proposed by the authors, the ultimate limit states design proposals of normal section of prestressed concrete structures considering the effects of secondary moment and secondary axial force are presented in the paper

    文摘:在作者提出的現代預應力混凝土結構設計荷載效應組合建議的基礎上,給出了合理考慮次彎矩和次軸力影響的各類預應力混凝土結構正截面極限強度設計計算建議。
  6. Secondary protection shall be a pin expulsion type element complete with mechanically operated limit switch

    我想應該是:二級保護是一個連同機械的可操控限極開關的安全針排氣類型的元件。
  7. The secondary moment has no influence on ultimate limit loads. when is high, rotation ability of section is shortage. the secondary moment improve ultimate limit loads of frames by improvement rotation ability of section

    但相對受壓區高度較小時,截面本身具有足夠的轉動能力,此時次彎矩的存在不會影響框架結構的極限承載能力;當相對受壓區高度較大時,截面本身的轉動能力較小,此時次彎矩可以通過提高截面的轉動能力而提高框架結構的承載能力。
分享友人