arch truss 中文意思是什麼

arch truss 解釋
弓形桁架
  • arch : n 1 【建築】弓架結構;拱廊;拱門;弓形門;穹窿,拱洞,拱頂。2 弓形,半圓形。vi 1 【建築】作(成)...
  • truss : n 1 (乾草等的)捆,把,束,一束乾草〈老乾草56磅,新乾草60磅,稻草36磅〉。2 【醫學】疝帶。3 【植...
  1. Making use of the amendatory " truss + arch " theory, the theoretical formula of the shear resistanc

    目明,理論抗剪公式是偏於安全的。
  2. In this paper, a new amendatory shear mechanism of beams and columns based on the " truss + arch " mechanical model is put forward

    在本文中修正的提出了建立在桁架+拱力學模型基礎上的抗剪理論。
  3. On the mrp, the truss arch aqueduct is comprehensively researched in this paper, including its structural characteristic, structural calculation and reliability analysis

    本文結合南水北調中線工程,對下承式空腹桁架拱排水渡槽的特點、結構計算以及結構的可靠性進行了較全面研究。
  4. The prestressed drainage aqueduct of through open - web truss arch structure is widely applied to cross the main canal of the mrp. it is important and significative to study the aqueduct ' s structure design and reliability thoroughly

    預應力下承式空腹桁架拱渡槽在總乾渠排水建築物中被廣泛採用,其結構設計和安全可靠性是一個非常重要且值得深入研究的問題。
  5. Cantilever arch truss

    懸臂拱形杵架
  6. It is a top load bridge with a clear span of 288m, which is maximum one of the same structural system in asia. the main arch rib uses 8 steel tube of 920mm joined by web members and transverse truss to form a space truss. the soldier piles on the arch are made of bent frame to make the shape both artistic and novel

    梅溪河大橋為一凈跨達288米的上承式鋼管混凝土拱橋,是目前亞洲同類橋型中跨度最大的橋梁,其主拱肋採用8根920mm的鋼管,通過腹桿及平聯形成鋼管混凝土空間桁架,拱上立柱亦採用鋼管混凝土排架,造型新穎美觀。
  7. Similarities in natural vibration of stiff cable structures and truss arch structures

    桁架拱結構固有振動的相似性
  8. The truss arch structure is a three - dimensional higher statically indeterminate structure, and no definite expression of the performance function can be given for its unbelievable complexity

    桁架拱結構是一個高次超靜定的復雜三維結構,構件的功能函數沒有明確表達式。
  9. The comparative analysis is made firstly, which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability, so the type of aqueduct is a better for the project. then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure

    首先通過對常用渡槽結構型式的對比分析,闡明該渡槽是一種可在軟弱地基上修建的、能滿足大跨度、大流量要求、適用於南水北調中線工程的排水建築物,然後運用有限元分析程序supersap93對桁架拱空間結構進行了受力分析。
  10. The cable - supported concrete - filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete - filled steel tube arch bridge, truss arch bridge and cable - stayed bridge

    摘要鋼管混凝土拉索拱橋是在「桁式組合拱橋」的基礎上將鋼管混凝土拱橋、桁架拱橋、斜拉橋的技術特點綜合起來,揚長避短,而構思出的一種新橋型。
  11. It is found in the comparison of the structure with only the concrete arch and steel truss arch, the structure of the steel and concrete composite truss arch has certain advantages in aspects of its structural performance, economy and the structure is a one that deserves research in a further way

    最後以克羅埃西亞新建的克爾卡橋為原型,提出了鋼混凝土組合桁式拱新型結構,在與混凝土拱和鋼桁拱的比較中可以發現,鋼混凝土組合桁式拱在結構性能、經濟性能上具有一定的優越性,值得進一步的研究。
  12. And the basal laws of these changes are also summed up in the paper. in the paper, rectangle concrete cross section with steel band to replace approximatively the mutil - limb steel tubular truss section is brought up to calculate and check calculation in the cfst arch bridge. the method has been verified partially by the procedure algor93 and can be applied in actual engineering

    本文提出在鋼管混凝土拱橋的內力計算及設計驗算時,可用帶有鋼帶的矩形混凝土截面近似代替多肢桁式鋼管混凝土拱截面,並通過algor93程序進行計算分析,在部分方面驗證了這種近似替代的可行性,為實際工程設計中計算多肢桁式鋼管混凝土拱橋提供了一種可行的計算模式。
  13. 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型肋拱橋是一種利用拱肋側傾來提高其橫向整體穩定性的橋型,在寬跨比較小的鋼管混凝土拱橋設計中應用較多。浙江銅瓦門大橋是一座中承式鋼管混凝土無鉸拱橋,跨徑238m ,橋寬10m ,拱肋為平面桁架形式,所以採用了x型拱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拱橋,該橋的建成對我國今後長大跨徑小寬跨比鋼管混凝土拱橋採用提籃拱具有借鑒意義。
  14. Design of rigid frame arch bridge and truss arch bridge and analysis of characteristics of the weight - bearing

    剛架拱橋及桁架拱橋的設計與受力特徵分析
  15. Abstract : the paper introduces the application of rigid frame arch bridge and truss arch bridge in fuyang city and their types, structures, designs as well as analysis of characteristics of the weight bearing

    摘要:介紹了剛架拱橋及桁架拱橋在阜陽市的應用及其型式、構造、設計和受力特徵分析。
  16. The pre - stressed arch truss string structure natural vibration characteristics experiments are researched in this paper

    對預應力拱桁架模型進行了激振試驗。
  17. The pre - stressed arch truss string structure is one of the new pre - stress steel structure styles, because it possessed of rational mechanical feature, it has been used in many national and foreign engineering practices

    預應力張弦拱桁架結構是一種新型的預應力鋼結構形式,由於其受力合理的特點在國內外工程實踐中得到了較多應用。
  18. This paper analyses multi - stage pre - stressing and different parameters produce the impacts to static and dynamical behavior of the structure by theoretical calculation and experimental research. the conclusion can provide reference to static and seismic design of arch truss string structure. the main issues in the paper are : the multi - stage pre - stressing loading experiment is studied in this paper

    本文通過理論計算和試驗研究分析了多次張拉預應力、參數設置對張弦拱桁架結構靜力、動力性能的影響,主要完成了以下幾方面的工作:進行了模擬施工過程中的多次預應力加載試驗。
  19. The experiment results and calculation results are compared too ; the conclusion that arch truss string structure can be applied in multi - stage pre - stressing construction is achieved

    得出張弦拱桁架結構隨多次加載步驟的內力、位移變化曲線。計算與試驗結果較為吻合。
  20. Because the reality modes of structure mostly are vertical direction arch truss vibration, so model vibrations in outer plane are restricted in analysis. in experiment, the front three modes of vertical directions are achieved through vibration exciter in the structure

    由於結構實際振型是以豎直方向的桁架振動為主,因此在分析時將模型平面外振動進行了約束,試驗中通過對結構進行激振,利用共振曲線測得結構豎直方向前三階振型。
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