跨距長度 的英文怎麼說

中文拼音 [kuàzhǎng]
跨距長度 英文
length of span
  • : 動詞1 (抬起一隻腳向前或向左右邁) step; stride 2 (兩腿分在物體的兩邊坐著或立著) bestride; stra...
  • : Ⅰ名詞1 (距離) distance 2 (雄雞、雉等的腿的後面突出像腳趾的部分) spur (of a cock etc )Ⅱ動詞...
  • : 長Ⅰ形容詞1 (年紀較大) older; elder; senior 2 (排行最大) eldest; oldest Ⅱ名詞(領導人) chief;...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 跨距 : [工業] span; spread; spacing; strided distance; track跨距長度 length of span; 跨距中心 centre of span
  • 長度 : length; longitude; size; extent; footage
  1. The resonance conditions of the train - bridge system are affected by the span, total length, lateral and vertical stiffness of the bridge, the compositions of the train, and the axle arrangements and natural frequencies of the vehicles

    車橋系統的共振條件與橋梁及豎向和橫向剛,列車編組、車輛軸參數及車輛的自振頻率等因素有關。
  2. It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between

    在公式推導的基礎上,結合相關試驗資料,研究了體外筋的形狀、等彎矩區、梁高比、有效張拉預應力、體內受拉筋配筋率、混凝土強、錨固點到樑上邊緣在垂直方向上的離、體外預應力筋水平段(雙折線型體外筋的情況)以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。
  3. Textiles - cotton fibres - determination of length span length and length uniformity

    棉纖維跨距長度整齊的測定
  4. This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames

    對耗能梁段的、耗能梁段腹板的厚、耗能梁段翼緣的厚、耗能梁段加勁肋的間、耗能梁段加勁肋的厚、支撐的夾角等因素的改變對d形、 k形偏心支撐鋼框架耗能的影響,前人已有一些研究,本文對這些因素的影響進行了全面系統的分析,完善了理論分析的不足;而結構高比、支撐剛、支撐與梁的連接形式等因素對d形、 k形偏心支撐鋼框架破壞機理的研究以及各種因素對y形偏心支撐鋼框架破壞機理的影響,則很少有人涉及,本文對此也進行了深入系統的分析,填補了這一研究空白。
  5. Under such a background, to narrow the gap of development between the western region and the eastern region, realize the goal of revitalizing area - while making people rich and guarantee the realization of the national goal of building a well - off society in an all - round way, the only way - out is to make great efforts to realize the great - leap - forward development at a growth rate higher than that of the eastern area

    在這樣的背景下,西部地區若想縮小與東部地區的發展差,實現「興區富民」的目標,確保全國「全面建設小康社會」目標的實現,唯一的辦法是以高於東部地區的增,努力實現越式發展,除此以外別無他途。
  6. The cable - stayed bridge of the hong kong section has a main span of 210m with a single inclined tower 158m in height. viaducts carry the approach roads to the bridges with piers at a typical spacing of 75m

    香港側的斜拉橋主為210米,單柱式後仰索塔高158米,高架引橋一般為75米。
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