有效翼緣寬度 的英文怎麼說

中文拼音 [yǒuxiàoyuánkuān]
有效翼緣寬度 英文
effective flange width
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
  • : Ⅰ名詞1 (翅膀) the wing of a bird 2 (像翅膀的東西) the wing of an aeroplane etc : 鼻翼 wing of...
  • : Ⅰ名詞1 (緣故) reason 2 (緣分) predestined relationship 3 (邊) edge; fringe; brink Ⅱ動詞(攀...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 有效 : effective; valid; efficacious
  1. On the basis of this, the paper makes a great deal of calculation and analysis in this part, different parameters " effect and stress gradient are included. local buckling coefficient and the efficient width calculated formula are provided and look forward to take a reference to the redaction of the specification

    本文對此內容進行了較為深入的研究,考慮了多個參數的影響,對各種應力比作用下的楔形腹板的屈曲及屈曲后強進行了計算分析,得出了考慮相關作用的楔形腹板屈曲系數及系數的計算公式,以期為規范的修訂提供參考。
  2. As is well known, the effective width depends on several factors, such as the cross - section width, the height of web, the spacing of span and so on. we can conclude that width / span ratio ( overhang width / span and central width / span ) is the governing factor of the effective width

    影響箱形截面樑上的因素很多,如上、梁高、跨以及結構體系等,通過大量計算表明跨比[部分、箱室部分與跨的比值]是的控制影響因素。
  3. There are not definite code provision of evaluation of effective width about steel box - girder in many countries, especially curved bridge because its evaluation of effective width vary with the radius of the curve

    目前許多國家對于鋼結構箱形樑上的取值都沒明確規定,尤其是曲線梁橋由於其的取值受曲線半徑的影響,其結構更趨復雜。
  4. In this paper, the practical tables calculating the effective width of different structures are provided to perfect formulation concerned in the standard

    本文對不同結構型式的鋼結構箱形樑上進行分析,為完善規范的內容提供依據。
  5. This variation of stresses is due to the action of in - plane shear strain in the plate, which is termed “ shear - lag ”. stresses larger than the elementary bending uniform stress thus develop at the web - flange connection. an appropriate reduced “ effective width ” of the plate - with the uniform stress equal to the maximum longitudinal stress - has been widely used by engineers in conjunction with the elementary beam bending theory

    但實際上中剪切變形是不均勻的,由此導致正應力沿橋呈曲線分佈,從而引出了的概念,即按初等梁理論的公式也能得與真實應力峰值接近相等的那個折算
  6. Analysis of flange effective distribution width of new type of gfrp composite beam

    組合梁分佈分析
  7. 4 ) the ultimate bending capacity of cfrst joints can be considered as branch tube flange effective width failure mode

    對于矩形鋼管混凝土桁架受彎節點承載力可按支管受拉破壞模式計算。
  8. In the design of steel - concrete composite beams, shear lageffects considered, the effect flange width concept is used to analyze the defections and stresses of beams

    摘要在進行鋼混凝土組合梁設計分析時,考慮到剪力滯應的影響,常採用的概念計算組合結構的應力和變形。
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