橋面寬度 的英文怎麼說

中文拼音 [qiáomiànkuān]
橋面寬度 英文
bridge deck width
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 橋面 : road of bridge; bridge floor; deck
  1. Also, the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors. firstly, the article introduced the calculative methods and theory of local stress and strain of bridge structure. then program software system of finite element method was introduced. after that, the influential factors to the calculatial result and their values were analysed and suggested

    本文首先介紹了梁結構局部應力應變計算理論和方法,對有限元計算程序進行了介紹,然後分析了縱橫隔板設置、梁高及梁變化等因素對鋼箱梁板在恆載作用下的橫向撓的影響,並將這些計算結果進行對照分析,從而找出了影響板橫向撓的主要影響因素,並得出了相應的數值可供工程實踐參考。
  2. Clearance above bridge floor

    以上一定和高范圍內
  3. This processing line is composed of two sszym 1500a straight line double pencil edgers, with 90transfer worktable. which adopts plc control system sets processing parameters via interface to control width and speed, double screw rod and double straight line glide transmission, guarantee the active briges parallel moving precision, can grind 3 8mm thickness flat edge and pencil edge. this machine structure was designed tightly, function stabilized with high efficiency. it is mainly suit for large batch industrial glass which does deep process and production, be matched with glue printing steel etc. production line. this product is a master work with firenew design by our company, it is another contributisn for chinese glass double edger series

    採用plc控制系統通過界設定參數,控制加工的和速,雙絲桿和雙直線導軌傳動,保證活動的平行移動精,適用與加工3 8mm的小規格玻璃的平邊和圓邊。該機設計結構緊湊,性能穩定可靠,生產效率高。主要適應大批量工業玻璃深加工生產可以與夾膠印花鋼化等生產線配套使用。
  4. The newly completed hall of national agricultural exhibition center has a length of 152. 5m, width of 86m, exhibition hall area of 13, 000m2 and highest point of 15. 6m

    剛剛新建的北京全國農業展覽館?新館採用大跨獨立柱基張弦式管架結構,長152 . 5米,86米,展廳積13000平方米,最高處達15 . 6米。
  5. In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in.

    橫斷上,1158英尺,其中具有抗扭剛的脊骨箱梁39英尺4英寸。
  6. In cross section the total deck width is 1158 ft with the torsionally rigid spine box girder having a width of 39 ft 4 in

    橫斷上,115 8英尺,其中具有抗扭剛的脊骨箱梁39英尺4英寸。
  7. 3. the effective width of the deck of the cable - stayed bridge is up to profound research because there is no exactly definition in the applicable design standards

    3 、由於現行的有關梁設計規范沒有對斜拉主梁的有效做出具體規定,從而使斜拉在設計中板的有效取值問題有待于進一步研究。
  8. In order to accelerate the development of preflex composite beam in railway bridges and to design and construct preflex composite beam bridges of railway in our country reasonably, this thesis is from the scientific project of railway department " experiment and application research of railway preflex composite beam " and summarizes the design information and practical projects on preflex composite beam. on the basis of above works, this thesis improves computation method in analysis of railway preflex composite beam on sectional stress, deflection of mid - span, crack width and shearing resistance and programs a software " preflex composite beam bridge structure analysis system - pfsas ", which is adapt to railway bridges in our country. moreover it makes a primary research in construction techniques and structure measures

    為了迅速促進預彎組合梁在我國鐵路梁中的發展,合理地進行我國鐵路預彎組合梁的設計和施工,本文結合鐵道部科技研究開發項目「鐵路預彎組合梁的實驗與應用研究」 ,在總結以往對預彎組合梁力學性能研究成果及實際工程的基礎上,完善了鐵路預彎組合梁的截應力、跨中撓、裂縫和抗剪分析的計算方法;編制了適用於我國鐵路梁的「預彎組合梁結構分析系統? ? pfsas 」軟體;並對預彎組合梁的施工工藝及構造措施進行了初步探索。
  9. Sydney harbour bridge is the widest longspan bridge in the world. how wide is the deck

    悉尼港口大是世界上最的大跨梁。有多
  10. The project is completed in the collaboration of the transportation college of jilin university and transportation science institute in jilin province. the paper mainly studies the characteristics and mechanical performance of small size member of bridge, the problems of concrete dense degree and shear lag effect of wide flange. the static load test and supersonic nondestructive test of four pieces of prestressed i - girder with varying section are carried out in bridge structure laboratory of jilin university

    本文針對梁構件局部尺寸較小部位的混凝土密實問題,進行了2片腹板為14cm , 2片腹板為16cm的變截預應力工字梁的靜載試驗和超聲無損檢測試驗,提出密實系數的概念,對試驗梁的密實進行定量評定,推導了工字梁的塑性系數公式,基於塑性理論給出了試驗梁的開裂荷載和極限承載能力計算公式,分析了試驗梁的密實對其開裂荷載和極限承載能力的影響。
  11. At last, on the basis of the linear finite element model, the effect of different factors such as the stiffness of the arch rib, the arrangement form and the arrangement position of the lateral brace, the sloping angle of arch ribs, ratio of the width to the span, the form of the hangers, the stiffness of bridge decks, cables etc is discussed

    最後,本文還通過有限元模型的分析,就拱肋自身剛、橫撐的布置形式和布置位置、拱肋內傾角、跨比、吊桿形式、、斜拉索等方對該的整體穩定性的影響展開討論和研究。
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