拱形橋門 的英文怎麼說

中文拼音 [gǒngxíngqiáomén]
拱形橋門 英文
arched portal
  • : Ⅰ動詞1 (兩手相合 臂的前部上舉) cup one hand in the other before the chest 2 (環繞) encircle; ...
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : Ⅰ名詞1 (房屋、車船等的出入口 ) entrance; exit; door; gate 2 (形狀或作用像門的東西) switch; va...
  • 拱形 : arcuation; arch; arched拱形板樁 arched type piling bar (鋼材); 拱形大樑 arched girder; 拱形涵(...
  1. The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated

    本文應用有限元分析商業軟體ansys6 . 0 ,採用線彈性方法,通過對該的空間有限元模型進行穩定性分析,得出其成運營階段各種工況下的穩定安全系數。在此基礎上,本文還通過有限元模型分析,就的矢跨比、吊桿(立柱)的非保向力效應、面系的剛度、橫撐布置式、肋側傾角等因素對該整體穩定性的影響展開探討與研究。文中給出了各因素變化情況下的穩定安全系數,指出了對鋼管混凝土提籃橫向穩定性有顯著影響的因素及其合理變化范圍,並對銅瓦提高橫向穩定性的措施的經濟合理性進行了分析。
  2. The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    鋼管混凝土x型肋是一種利用肋側傾來提高其橫向整體穩定性的型,在寬跨比較小的鋼管混凝土設計中應用較多。浙江銅瓦是一座中承式鋼管混凝土無鉸,跨徑238m ,寬10m ,肋為平面桁架式,所以採用了x型肋以提高其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃,該的建成對我國今後長大跨徑小寬跨比鋼管混凝土採用提籃具有借鑒意義。
  3. Design of a portal type rigid - frame bridge with flat arched shallow girder

    一座微薄梁剛構設計
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