獨塔斜拉橋 的英文怎麼說

中文拼音 [dútǎxiélāqiáo]
獨塔斜拉橋 英文
single pylon cable stayed bridge
  • 獨 : Ⅰ形容詞（一個） single; only; sole Ⅱ副詞1 （獨自） alone; by oneself; in solitude 2 （唯獨） only...
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 拉 : 拉構詞成分。
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  1. In single pylon cable stayed bridges, and cable stayed bridges without backstays, when the bottom of the tower bears the moment from the dead load, it is concluded that non - symmetric configuration of pile cluster corresponding to the upper structure is more practical than symmetric configuration of pile cluster

    當獨塔斜拉橋、無背索斜拉橋等橋梁塔底永久作用有彎矩時，與完全對稱的基礎形式相比較，和上部結構相協調的不對稱基礎形式更加適用。
  2. Analysis of the response to earthquake of the pile - soil - single tower cable stayed bridge interaction

    獨塔斜拉橋相互作用地震響應分析
  3. Based on summing up construction controlling technology of cable - stayed bridges of home and abroad, taking qingdao danshan cable - stayed bridge as project background, this paper has a particular study to the construction controlling for the twin - united body one pylon cable - stayed bridge

    本文在總結國內外斜拉橋施工控制技術的基礎上，以青島丹山斜拉橋為工程背景，就雙聯體獨塔斜拉橋施工控制問題，有針對性的展開研究。
  4. Its main span is 283m. it is one of the largest of this type in the world

    主跨283m ，是當今世界上混凝土獨塔斜拉橋的最大跨徑之一。
  5. The jinma ( golden horse ) bridge is a dramatic new concrete single - towered cable - stayed bridge on the guang ( zhou ) - zhao ( qing ) highway

    位於廣東廣（州） ?肇（慶）高速公路上的金馬大橋是一座新型的混凝土獨塔斜拉橋。
  6. The jinma bridge consists of a large single - towered structure rigidly connected to two balanced - cantilever approach structures. the symmetry, stiffness and efficiency of the arrangement made for a very economical, yet aesthetic solution

    金馬大橋採用的是一種獨塔斜拉橋與兩側剛構相連接的新型協作體系斜拉橋，不僅造型美觀、結構新穎而且工程造價也非常節省。
  7. A new bridge structure cooperated by the single - towered cable - stayed structure and the rigid frame structure was presented. many aspects of jinma bridge are researched and analyzed, such as the design method, configuration of the superstructure, section choice of the tower, design and construction methods of the deep - water bases, the stiffness of the cooperated rigid frames, strengthening way in the tower. it is concluded that this new structure is the economical, aesthetic and suitable project for the large - span situation

    主要內容和結論如下： 1 、提出了獨塔斜拉橋與兩側剛構相連接的新型協作體系斜拉橋結構形式，並對該橋的方案比選、設計思路、橋面系結構形式、塔柱截面設計、深水基礎的設計及施工方法、協作剛構的剛度選取、塔柱的直束加固等方面作了詳細地計算分析和比較。
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