整體張拉結構 的英文怎麼說

中文拼音 [zhěngtǐzhānglājiēgòu]
整體張拉結構 英文
tensegrity structures
  • 整 : Ⅰ形容詞1 （全部在內; 完整） whole; all; complete 2 （整齊） neat; tidy; orderly Ⅱ動詞1 （整理; 整...
  • 體 : 體構詞成分。
  • 張 : Ⅰ動詞1 [書面語] （給弓或樂器上弦） fix （a bowstring）; string （a musical instrument） 2 （分開;...
  • 拉 : 拉構詞成分。
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 整體 : ensemble; whole; entirety
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. The result of test throughly verified some mechanical characteristics of tensegrity systems

    試驗結果充分驗證了張拉整體結構的一些力學特性。
  2. First, based on the reading of a lot of literatures, a view of the history of tensegrity structures and cable dome structures is put forward in this paper, as well as the expatiation of the architectural and structural property on the large - span annular open - web cable truss structure. several projects are also presented

    首先，在大量查閱國內外文獻的基礎上，本文回顧了張拉整體以及索穹頂結構的發展歷史，闡述了大跨索桁結構在建築和結構上的特點，介紹了幾項典型的工程。
  3. The prestressed cable is a long - span structure which represents tensegrity structure thought. tensegrity structure is not stable without prestress and structural stiffness should be guaranteed by prestress. the structural stiffness changes compatibly with the load

    張拉整體結構在無預應力情況下結構是不穩定的，結構的剛度依靠預應力予以保證，並隨著荷載的作用，結構的剛度不斷變化。
  4. Then the conception that the topmost element combination mode determines the properties of tensegrity is proposed. energy complementary is also illuminating for the element combination mode of tensegrity

    提出結構的最高一層組合方式能否保證張拉整體特性決定了此結構能有效發揮張拉整體的特性的思想。
  5. The mn - r method was provided - teolvehe - nenlina3r - equatiens4n - the - nalysis - regram designed by the author. based on these theory and the studies of the past, the paper studied the joint of the tensegrity systems and presented a new one for these systems. additionally, the 2m x 2m flat four - prism tensegrity system was tested

    基於這些理論和前人的研究，本文對張拉整體的節點進行了研究，並提出了適合張拉整體這一特殊結構體系的節點形式，進行了2m 2m四個單元的平板型四稜柱張拉整體組合單元的成型、荷載受力的試驗研究。
  6. This thesis mainly researches second - prestressing precast slabs, it is important to study its one - way slab floor ' s ability in use. specific content include : imitate construction load lab, through this method to analyze the precast slabs " properties in the first stage in burden load. one - way precast slabs " lab, analyes one - way precast slabs sandwich s ability in second burden load stage

    具體的研究內容有：模擬施工荷載試驗，即對裝配整式夾層板第一受力階段進行研究；單向裝配整體式結構的第二受力階段的性能進行研究，並分析了二次張拉預應力筋所引起的結構的變形和應變與計算結果進行對比。
  7. Aiming at main project of the xiaoxihu bridge, a low pylon cable - stayed bridge, based on the existing theory and method of the bridge construction controlling theory, using the basic function of " ansys ", farther exploitation was done on concrete elasticity and creep calculating distinguishingly, nonlinearity analysis theory was used to construct the space model, the main beam, string pylon and abutment were simulated by the beam elements which was considered the shearing effect. which is worthy of considering that using the geometric non - linear truss elements to simulate the stayed - cable, form traveler is modeled as structure elements and participate in stress analysis. four stages are used to model the construction stage, which are : ( 1 ) the erection of form traveler ; ( 2 ) placing the segmental concrete ; ( 3 ) jacking the tendons ; ( 4 ) tensioning the stay cables

    針對建設中的小西湖矮塔斜拉橋的主體工程，結合已有的橋梁施工控制的理論和方法，利用大型通用計算軟體ansys的基本功能，並著重在混凝土彈性計算及徐變計算方面做了相應的二次開發，採用非線性分析理論並建立了空間結構模型、用考慮剪切作用的梁單元模擬主梁、索塔和橋墩；用可考慮幾何非線性的桁元模擬斜拉索、施工掛藍作為結構單元進行拆裝，參與受力計算，整個施工過程按施工循環周期分為若干階段，每個階段又分為四個工況，即：空掛藍就位、澆築完畢階段混凝土、張拉預應力鋼筋和張拉斜拉索。
  8. And, seven formfinding methods for tensegrity systems were studied. matrix analysis is essential for such flexible structures as cable - strut and cable - membrane structures, so are tensegrity systems

    索桿、索膜等等柔性結構的分析離不開矩陣分析，張拉整體結構也不例外。
  9. Parameter analysis for shaping process of steel tension truss

    張拉整體桁架鋼結構成型過程參數分析
  10. According to maxwell principle, the mechanical characteristics could be analyzed with the svd methods for balanced matrix. besides, considering initial strain and stress, the paper established the nonlinear finite elment equilibrium equation based on t. l formulation

    L格式的非線性有限元位移法平衡方程，並採用mn - r法編制相應的程序進行張拉整體結構的非線性力學分析。
  11. The damping effect is also touched in this paper. new method for decreasing the effect of damping is proposed

    同時還分析了阻尼在張拉整體結構運動過程中的影響的原理，給出了相應的解決辦法。
  12. Tension structure is one kind of large - span space structure, which combines cable with truss by some way

    張拉整體結構是將柔性索與剛性的桿件組合在一起的一種大跨度空間結構。
  13. Design and construction analysis of a semi - tensegrity

    類張拉整體平板結構的施工分析
  14. And some new tensegrity element will be found. the properties of tensegrity system determine the excellent performance in dynamics. so the study in dynamics is also important

    張拉整體結構的本身特性決定了張拉整體在動態方面的優異表現，所以對張拉整體動力特性的研究將同樣重要。
  15. Suspendome is a new - type hybrid spacial structure system, and is put forward basing on the concept of combining tensegrity and cable dome with single - layer reticulate dome

    弦支穹頂結構是將張拉整體、索穹頂等柔性結構的概念和單層網殼相結合而形成的一種新型的空間結構體系。
  16. Subassemblage and prestressed concrete frames are assembled by precast prestressed beams and columns, which are made in the factories, with tendons in the joints of the frames. so the joints and frame are monolithic and continuous, consequently, this kind of frame systems possess higher reliability and solve the problems in the process of assembling, exploring a new way for industrial production of prestressed structures

    預壓裝配式預應力混凝土框架是採用工廠化生產的預制柱和預制預應力梁運至現場安裝，並對節點實施二次預應力張拉，構成整體受力節點和連續受力框架，克服了裝配式節點受力可靠性差的缺陷，開辟了預應力結構工業化生產的新途徑。
  17. The paper drew the conclusion of the mode of deformation and the value of internal force and the distribution of plastic zone after processing the data

    在國外，張拉整體桁架結構更是以其無法替代的優勢而被大量應用於飛機維修庫房。
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