連桿斜度 的英文怎麼說

中文拼音 [liángǎnxié]
連桿斜度 英文
angularity of connecting rod
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : 桿名詞(桿子) pole; staff
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 連桿 : [機械工程] link; connecting rod; perch; go between; column; connecting bar; crank guide; link lev...
  1. The pedal angle can be changed as desired by adjusting the length of the link rod

    調節的長,踏板的傾可以自動地變化。
  2. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析支承續曲線箱梁橋時,採用考慮翹曲作用的曲線格子梁分析方法,應用矩陣位移法對具有約束支承形式的支承續曲線薄壁箱梁橋進行分析,考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致,引入支座節點坐標矩陣,使得梁端的位移未知量與支座約束方向一致,來計算單元剛矩陣和單元節點力,然後按照矩陣位移法組集總剛並建立結構剛方程,根據結構剛方程即可求解未知的節點位移及端力,推導出任意截面處的內力計算公式。
  3. But this time, the authors considered more factors that can influence the precise, which include plastic resistant moment of special - shaped columns, bending stiffness of beams and cracking of walls. then, the equivalent width of diagonal strut is worked out. based on above results, the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically

    給出結構的簡化計算方法,本文利用砌塊墻體的等效原理,並考慮了異形柱的塑性抵抗矩、 0梁的抗彎能力以及馬牙搓接等多種因素,解出了的等效寬,在此基礎上按系模型對結構進行了簡化靜力驗算,結果與試驗基本相符。
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