梁津 的英文怎麼說

中文拼音 [liángjīn]
梁津 英文
awazu
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  • 津 : Ⅰ名詞1 （唾液） saliva 2 （汗） sweat 3 （渡口） ferry crossing; ford 4 （天津的簡稱） short for ...
  1. With the chorography of canton, the paper makes primary searches and explanations about some bridges information in liangjin

    摘要藉助清代廣東方誌，對其梁津部分橋梁資料的初步檢索和闡釋。
  2. Analysis of creepage and deformation of ballastless track beam for jinbin light rail

    津濱輕軌無碴軌道橋梁徐變變形分析
  3. A research over substructure design for jinbin light rail viaduct with jointless track

    採用無縫線路的津濱輕軌高架橋梁下部結構設計研究
  4. Speaking notes of the secretary for housing, mr dominic wong in the special meeting of the finance committee on 22 march, 2001

    律政司司長梁愛詩在英國向牛津大學亞太同學會的致辭全文（三月四日）
  5. Our education system attaches great importance to raising education standards as well as helping students develop to their full potential. we want to train a large pool of talents for tomorrow s hong kong. since 1999, the government has approved the establishment of seven quality private schools and 24 direct subsidy scheme schools. subsidised schools with distinct characteristics or an outstanding performance record have been encouraged to join the direct subsidy scheme

    我們在改革教育的過程中，既眼于提高整體教學水平，也注重發揮優秀學生的潛能，為明天的香港培育大量社會棟梁。自一九九九年起，政府共批出七間優質私校和二十四間直資學校，並鼓勵一些有特色或辦學成績優異的津貼學校轉為直資學校。
  6. Pile testing for design of foundation pile of jinbin light rail

    津濱輕軌橋梁基樁設計試樁試驗
  7. An analysis of the tilting causes and the adjustment of the steel - concrete composite beams for the jin - bin light railway

    津濱輕軌鋼混結合梁傾斜原因分析與調整
  8. From the results, we can see that jinhuai bridge has no noticeable vertical deflection peak. it is mainly because of the restrictions of some parameters such as velocity of the vehicle on highway and damping of the bridge, which can limit the peak values

    計算結果表明，公路橋梁也存在多個瞬態響應相互疊加的問題，但由於受車輛行駛速度和阻尼因素的影響，津淮剛架拱橋沒有出現明顯的共振峰值。
  9. Mainly induced and commented the annotation research of " literary selections " from 1995 to 2005, introduced the main academic viewpoints, analyzed the annotation research ' s characteristic, tendency and shortcoming for 10 years

    摘要蕭統的《文選》是我國古代著名的詩文總集，對《文選》注的探究是研究中古文學乃至唐宋文學的津梁，針對《文選》注的研究也一直是學界的研究熱點。
  10. At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections

    首先利用鋼筋混凝土非線性平衡試演算法對天津大學試驗進行了理論分析，所得分析值與試驗結果相比，加固梁的屈服荷載、極限荷載能夠很好地吻合，彎矩曲率關系曲線及彎矩撓度關系曲線較為吻合；其次，為了滿足實際工程的需要，根據碳纖維布加固構件可能發生的三種破壞形態（壓區混凝土壓碎破壞、碳纖維布拉斷破壞以及受拉鋼筋尚未屈服時壓區混凝土已壓碎破壞） ，區別三種鋼筋混凝土構件截面形式（單筋矩形截面、雙筋矩形截面、 t形截面） ，分別給出了碳纖維布加固混凝土構件抗彎承載力的簡化計算公式和適用條件，並進一步探討了這三種截面形式下進行加固設計和復核的步驟。
  11. From data reports we can see that bridge designers emphasize resistance to bending and shear that was studied sophisticatedly, but many experts neglect resistance to torsion. existing investigation state of bridges shows that diseases of bridges designed under the theory are exposed

    所有資料表明，設計者普遍重視的是橋梁的抗彎和抗剪承載力，這些方面的理論研究已經比較成熟，但在橋梁的抗扭承載力方面則很少有人問津。
  12. For further enquiries, please contact miss sherry yeung of oup tel. 2516 3228 and elsie leung of hku s external relations office tel. 2859 2600

    如有任何查詢，請與牛津大學出版社楊彥小姐電話: 2516 3228或港大外務處梁資慧小姐聯系電話: 2859 2600 。
  13. For recently there are some different opinions about the mechanism of bridge resonant vibration excited by moving vehicles, further study is done in this paper to analyze the dynamic response of jinhuai bridge under multiple vehicles with different velocity, moving direction and distance between two adjacent vehicles

    鑒于近期學術界對橋梁車激共振動機理存在不同認識，本文進一步研究在不同車速、不同車距和不同方向的多車荷載作用下津淮剛架拱橋的動力響應。
  14. In this paper, the corrosion mechanism of bridge reinforcement and concrete is described, the corrosion situations of reinforced concrete bridges in tianjin and in its peripheral areas are investigated and eventually, the common types of the corrosion are analyzed and the remedy techniques against the corrosion are researched

    闡述了橋梁工程中鋼筋及混凝土的腐蝕機理，調查了天津及周邊地區鋼筋混凝土橋梁的腐蝕情況，對常見的腐蝕類型進行了分析並進行了修補措施的研究。
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