鋼橋結構 的英文怎麼說

中文拼音 [gāngqiáojiēgòu]
鋼橋結構 英文
steel bridge construction
  • : 鋼名詞(鐵和碳的合金) steel
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. Archaize timberwork pontoon, landscape pontoon, steel structure pontoon bridge, waterfront architecture

    三、仿古木浮、景觀浮、景觀親水棧、濱水景觀建築。
  2. As a new style of structure, steel - concrete composite spine girder with large cantilever beams has been more and more applied for its advantages such as beauteous build, outstanding mechanics and economical performance

    -混凝土組合脊骨梁作為一種新型的形式,以其造型美觀、力學性能好、經濟性等方面的優勢,在中得到了越來越廣泛的應用。
  3. It is a new form of the structure of the steel deck bridge

    梁工程中,它是的一種新形式。
  4. Steel decks, in other words, orthodox isomerism structures, are welded with various transverse and longitudinal reinforcing ribs. this results in the complexity of forces and deformatiort of the pavement layer above the deck

    面板焊接在各種橫向、縱向加勁肋上,面板為正交異性板,決定了其上的鋪裝層受力變形的復雜性。
  5. Parallel wire strands supported the precast deck every 27ft.

    使用平行絲索來支承預制拼裝的索間距為27英尺。
  6. Presently it is widely used in ship building, bridges, high - rise building etc steel structure welding

    目前已廣泛應用在造船業、梁、高層建築等的焊接中。
  7. The steel constructions workshop building of bao ji bridge girder plant is typical large workshop, in which the main work procedure of sparge little steel ball and burnish is to eliminate rust and polish the surface of steel bridge workpiecs. during the process of burnishing, it will produce large quantity of dust

    寶雞梁廠車間噴丸打磨廠房是典型的高大廠房建築,其工序是對件表面進行噴丸打磨、拋光除銹。
  8. This paper presents the structural design of the main bridge of lhasa river bridge, makes a deep - going study of the key techniques for design of the bridge, such as the reasonable span length ratio of each span of the 5 - span girder and arch hybrid structure, mechanical behaviour of the dual arch ribs, and section of the continuous girder tie beam, and also works out rigidity and stress conditions of the continuous girder tie beam and stress conditions of the concrete - filled steel tube arches of the main bridge

    摘要介紹了拉薩河特大設計情況,對於五跨梁拱組合梁各孔跨合理的跨度比、疊拱的受力行為及連續梁系桿截面形式等設計中的關鍵性問題進行了深入的研究,給出了主連續梁系桿的剛度和應力情況、管混凝土拱的應力情況。
  9. 4. using processed frequencies and first order modal dofs in a few points as network inputs, trained neural network gives excellent assessment results of a steel truss bridge

    4 、本文以的低階頻率和少數節點的一階振型分量,經預處理後作為神經網路輸入,準確實現了對一析粱的損傷位置和損傷程度識別。
  10. The basic theory and step of whole process analysis of reinforced concrete beam section flexural rigidity is stated, the realization program is worked out and the academic example is analyzed. 4. based on the static - state load test result of two practical projects, the application of the reinforced concrete beam system bridge structure disease examination and structure damage evaluation method is stated, and satisfaction result is gained

    1 、綜述了當前混凝土檢測及損傷識別的各種方法體系,並簡要評價了各方法體系的應用與不足; 2 、論述了基於靜載試驗的梁分段剛度系統識別的基本原理,編制了實現程序,並進行了數值算例分析,提出基於本原理的梁損傷識別與評價方法體系; 3 、闡述了筋混凝土梁截面抗彎剛度全過程分析的基本原理和方法步驟,編制了實現程序,並進行了相關算例分析; 4 、合兩片工程實例梁的靜載試驗,詳述了梁損傷識別與評價方法的應用過程,得到了預期的效果。
  11. The optimum analysis in designing a steel box beam

    箱形梁尺寸優化分析
  12. Abstract : based on great amount of structural steel spliced joint model experiments, related calculation formula have been derived and verified with theory and practice. the conclusions from the experiments will be useful for design and construction of prespliced joint for bridge structures

    文摘:通過大量拼接接頭模型試驗,得出不同狀態下的實驗果,並據此推導出相關計算公式,從理論和實踐中進一步驗證其可行性,所得論對預制拼接梁施工和設計有指導作用。
  13. The authors describe the modelling of a railway steel truss bridge with long - span in order to analyse the detailed distribution of stress for members and nodal plates in main truss, the detailed deformation and stress distribution due to frame effect on transversal bracing plane in truss bridge, and the detailed distribution of stress in important parts of the steel plate girder bridge with initially transversal deformation by using sseb in this article

    本文建立大跨鐵路桁梁板梁模擬分析數學模型,說明了桁梁桿件和節點板詳細應力分佈、平面框架詳細變形與應力分佈和有變形缺陷板梁重要部位應力的模擬分析果等問題。
  14. Steel bridge construction

    鋼橋結構
  15. At present, however, there are no code for design and construction of csbcs, and there are many problems remain to be studied about the application thereof, such as the interaction between csbcs and soil, overall stability of csbcs, and effect of the thickness of cs ( corrugated steel ) on csbcs, and the application of cs to middle or large bridge, and so on

    然而,目前尚無關于波紋板生產標準和波紋設計、施工規范或規程;同時,波紋涵應用還有許多問題有待于進一步研究,如波紋涵和土的共同作用問題,波紋涵的穩定性問題,波紋板厚度對的影響,波紋板能否適用於中、大跨徑的涵等等。
  16. 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(主跨為960m的單跨懸索)的設計與施工為背景,對大跨懸索設計與施工中的若干問題如懸索的合理布置、加勁箱梁斷面型式的合理選取、錨碇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,為宜昌長江公路大的順利建成提供了卓有成效的技術支持。
  17. It was found that, for a typical reinforced concrete slab bridge, the reduction of strctural capacity at the time of severe cracking or spalling is relatively modest and causes probability of collapse conditional on spalling to increase by about an order of magnitude

    對典型的筋砼板能力在裂縫和剝落期間的恢復是相對適度,而且引起相當數量級形式剝落增長而崩潰的可能。
  18. Ultimate load - carrying capacity of long - span steel arch bridges

    大跨度極限承載力分析
  19. It ' s a bridge of steel framework

    那是座梁。
  20. In order to study actuality of cfst arch bridge, based on the investigative result of " total bridge model test of chunan nanpu bridge ", the nonlinear structural internal forces, nonlinear stability and seismic resistance of large span cfst arch bridge have been studied in this paper

    針對管混凝土拱的研究現狀,並合「淳安南浦大模型試驗研究」課題的研究成果,對大跨度管混凝土拱內力非線性分析、非線性穩定以及抗震等方面作了具體的研究。
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