camber design 中文意思是什麼

camber design 解釋
輥身凸度計算
  • camber : n 1 向上彎曲,翹曲;彎度;中凸形。2 小船塢,筏渠。3 【航空】(機翼的)彎曲,曲度弧。4 【造船】梁...
  • design : vt 1 計劃,企圖,立意要…。2 指定,預定;留給,留著。3 設計,草擬,擬定,籌劃;起草,畫草圖,打(...
  1. Abstract : the shaping equation of steamed bread in circular trough camber of shaping roller, the instantaneous velocity of its surface, and the strength by shaping roller were analyzed during shaping, then a theory base for the design of steamed bread shaping machine was provided

    文摘:分析了饅頭成型過程中成型輥上圓弧槽曲面內饅頭生坯的運動方程,饅頭表面動點瞬時速度及饅頭成型時受力分析,為饅頭成型機的設計提供了理論依據。
  2. In this thesis, aim to the beam axis shape be exactitude for design, the internal force of the beam be appeased by design request, the concept of modem cybernetics is applied, at the same time, the effecting parameter has collected. the paper build the ann model in predicting the beam camber an construction and discuss indetail the extraction of inputting nodes information when quoting the fundamental principle of ann model and introducing research process of the improved bnn. according to them, ann is applied in the construction control of prestressed concrete continuous bridge

    本文以大橋成橋線形滿足設計要求和成橋內力控制在設計容許范圍內為目的,運用現代控制理論的思想,引用神經網路基本原理,詳細介紹bp神經網路的研究過程,從而建立預應力混凝土連續梁橋施工預拱度的神經網路模型,並詳細討論了模型的神經網路結點信息的提取,在工程實例的基礎上進行了數值計武漢理工大學碩士學位論文算,數值表明,將神經網路應用於預應力混凝土連續梁橋施工控制,獲得了滿意的結果,在預應力混凝土連續梁橋施工控制技術研究方面,具有方便有效、精度高的優點,具有良好的應用前景。
  3. The perfect camber design can be obtained by introducing the center / side ratio concept of contact pressure and choosing proper ratio

    同時引入輥間接觸壓力的中、邊部比值概念並作合理選擇,使設計出的輥型更加完善。
  4. In order to make the camber design easier and keep contact pressure equal along rolls, we shall assume the pressure distribution to be quadratic along the width and the marginal deformation to be planar

    摘要為了使中厚板軋機輥型設計快捷且保持輥間各點接觸壓力相等,利用了壓力沿板寬方向呈二次分佈、板邊緣處變形為平面變形的計算處理,從而使輥型設計更為方便。
  5. A model with some parameters is used to forecasting the beam camber in the construction. based on the differences between the design value and the survey of the bridge deck elevation in constructing the pre - stressed and so on working condition, the model parameters are identified by ann, and the beam camber of different sections are given

    建立施工預拱度的數學模型,根據施工時的預應力張拉后等工況橋面實測標高與設計值的差異,用bp神經網路識別預拱度模型的參數,確定有關各截面的預拱值。
  6. The method also permits inverse design with flaps, specification of geometric constraints ( thickness, camber, etc. )

    辦法還允許逆向設計皮瓣、幾何約束規格(厚度、拱等)
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