compression diagonal 中文意思是什麼

compression diagonal 解釋
受壓斜桿
  • compression : n. 1. 壓縮;壓緊;濃縮,緊縮。2. 加壓;壓抑。3. (表現的)簡練。4. 應壓試驗。
  • diagonal : adj. 1. 對角線的。2. 斜的;斜紋的。n. 1. 【數學】對角線,對頂線。2. 斜紋布。adv. -ly 斜,斜對。
  1. The results reveal that the force in the members and the displacement are small when two structures are under seismic load. that the ideas of designing cable dome change from " continuous tension, discontinuous compression " to " discontinuous tension, discontinuous compression " and that the ideas of construction technique change from " moving diagonal cable " to " moving outer diagonal cable or ridge cable " is proposed

    提出索穹頂結構的設計思想已經從最初的「連續拉,間斷壓」 ,發展為「間斷拉,間斷壓」 ;施工成形技術也從原來的張拉斜索,演變為張拉最外圈的脊索浙江大學申請博士學位論文葵花型索育頂結構的理論分析和試驗研究或者最外圈的斜索。
  2. Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g. kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory, the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced

    利用g . kani提出的拱?齒理論中的無腹筋梁的拱齒破壞的分界點(也就是無腹筋粱的最小抗剪承載力點) ,再結合前述理論中所提出的梁剪壓破壞和斜拉破壞的分界點,提出了梁在延性的剪壓破壞范圍內的最小抗剪承載力,並與混凝土結構設計規范gb50010 - 2002比較,結果吻合較好。
  3. This artical inquires into the buckling shape and effective buckling length both in and out of plane for a compression diagonal with rectangle hoop in the steel light roof trusses which are shuttle in shape

    摘要探討了腹桿帶有矩形箍的梭形輕型鋼屋架受壓腹桿平面內和平面外失穩形態、腹桿穩定性計算長度、連接受拉與受壓腹桿的矩形箍的作用及其對穩定性的影響。
  4. Making use of the " truss + arch " mechanical model, the range of the three shear failure models ( shear - compression failure, diagonal - tension failure and arch - rib failure ) is divided quantitatively, and the theoretical formula of shear resistance of beams and columns is educed

    利用修正的桁架+拱抗剪力學模型,定量的劃分了樑柱構件受剪破壞三種狀態(剪壓破壞、斜拉破壞和斜壓破壞)的范圍,並由此推得樑柱構件抗剪的理論公式。
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