懸置跨 的英文怎麼說

中文拼音 [xuánzhìkuà]
懸置跨 英文
suspended span
  • : 動詞1. (擱; 放) place; put; lay 2. (設立; 布置) set up; establish; arrange; fix up 3. (購置) buy; purchase
  • : 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...
  1. At about the centre of the oaken panels, that lined the hall, was suspended a suit of mail, not, like the pictures, an ancestral relic, but of the most modern date ; for it had been manufactured by a skilful armourer in london, the same year in which governor bellingham came over to new england. there was a steel headpiece, a cuirass, a gorget, and greaves, with a pair of gauntlets and a sword hanging beneath ; all, and especially the helmet and breastplate, so highly burnished as to glow with white radiance, and scatter an illumination everywhere about upon the floor

    大廳四周全都鑲嵌著橡木護墻板,正中位接著一副甲胄,那可不象畫中的那種遺物,面是當時的最新製品因為那是在貝靈漢總督海來到新英格蘭那一年,由倫敦的一位技術熟練的工匠打造的,包括一具頭盔一面護胸一個頸套一對護腔一副臂銷和吊在下面的一把長劍。
  2. This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed

    再次,介紹了索橋的施工控制內容與方法,利用軟體sgkz2000對多座索橋進行了施工計算,提出本文關于索橋的主纜無應力長度控制、索鞍預偏量控制、錨張力控制、絲股架設控制、索夾安裝位與吊索長度控制的方法;介紹了吊梁階段鞍座頂推量的確定與控制方法,分析了施工階段索橋的線形變化過程。
  3. With the designing and building of yichang yangtse river highway bridge, a single - span suspension bridge with main span of 960m, some technical problems such as the layout of structural system of the suspension bridge, the type of cross section of stiffening steel box girder, the structural system of the anchor and the cracking - resistant techniques of the bulky concrete anchor have been studied in the present thesis. some valuable conclusions have been achieved that provided a substantial support for the successful completion of the bridge. the thesis contains five chapters

    本文以湖北宜昌長江公路大橋(主為960m的單索橋)的設計與施工為背景,對大索橋設計與施工中的若干問題如索橋結構的合理布、加勁鋼箱梁斷面型式的合理選取、錨碇結構的合理確定以及錨碇大體積混凝土設計與施工的綜合防裂技術等進行了研究,取得了一批富於實用價值的研究成果,為宜昌長江公路大橋的順利建成提供了卓有成效的技術支持。
  4. This allows us to use much less elements to model complicated structures such as the stiffened beam and tower in suspension bridge, while it can still reflect various details such as the mechanical character, geometry, spatial position, the contribution to the system stiffness and mass, of each member involved. by adopting the assembled element, we can use usual pcs to perform the nonlinear analysis of long - span suspension bridges

    組合單元突破了傳統有限元對于不同材料或不同構件必須採用相應不同單元的限制,對索橋的索塔、加勁梁等復雜結構,能用較少的單元進行模擬,並且仍然能夠仔細反映其內部各個構件的力學特徵、幾何尺寸、所在空間位以及其對系統剛度、質量的貢獻,實現了用普通微機進行大索橋空間非線性分析。
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