桁構架 的英文怎麼說

中文拼音 [hénggòujià]
桁構架 英文
trussed arch
  • : 桁名詞[建築] (檁) purlin
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • 構架 : carcass; panel work; frame; buck; blind; reinforcement; thripple; backbone; framework; truss; fra...
  1. With the help of the electronic computers, engineers employ it to figure out nearly all kinds of engineering problems ranging from astronavigation, construction, waterpower projects, ship - building and mechanical engineering etc. owing to the strong power of finite element method, one kind of software pack which based on the method is exploited and named algor feas to resolve problems on structure analysis for trusses and shells. this paper also employ algor feas software pack to analyze and compute the cableway towers, giving the accurate result on stress and displacement both in location and whole. finally, we also bring out some advice on structure improving

    在此分析過程中:首先將物理模型簡化為力學模型,主要是將塔按空間桿單元簡化為空間,目的是將力學模型變換為數學模型;這一過程主要是利用autocad2000建立塔的計算模型;再者,利用algorfeas軟體包讀入autocad建立的塔計算模型生成初始數據卡利用計算機進行編程進行風載計算,再將計算結論整合入algorfeas產生的初始數據卡中,生成計算數據卡;接著,利用algorfeas軟體包計算塔在不同載荷情況下的應力圖,位移圖,並且求出在不同載荷條件下的最大位移和最大應力等;然後,對塔的穩定性進行分析;最後;根據計算結果提出改進建議。
  2. Global bifurcation and chaos motion of mises truss

    的全局分岔和混沌運動
  3. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結,對連續剛橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望,提出了一種用於解決重載輕型懸臂澆築施工的新型斜拉式組合掛籃,並進行了可行性分析計算和設計。
  4. Neural network modeling for space structures

    基於神經網路的空間建模研究
  5. A study on ductility of rc frame - steel truss structures

    鋼剪力的延性研究
  6. This paper introduces the developing tendency of the space structure and the application of the pretensioned space lattice structure, summarize the analysis method and relation between lattice structure and pretensioned space lattice structure. dissertate the space pole - truss displacement method, tendon working principle, set forth the method of optimal design and whole process design. includes the use stage design and construction stage design of pretensioned space lattice structure

    本文首先介紹了空間結的發展趨勢及拉索預應力空間網格結的應用情況,概述了網格結與拉索預應力空間網格結的分析方法及其相互關系,論述了空間桿系位移法,拉索作用機理,闡述了拉索預應力空間網格結的優化設計及全過程設計的設計方法,包括拉索預應力空間網格結使用階段的設計和施工階段的設計。
  7. Typical framed structures are beams, grids, plane and space frames or trusses.

    典型為梁、格柵、平面的和空間的框
  8. One of the most noticeable structrual differences between the cable-stayed bridge and the truss and girder types lies in the field of flexibility.

    斜拉橋與和梁式類型橋之間,在結上的一個最顯著不同之處,在於柔度方面。
  9. A new type bridge named long - span cable - truss bridge ( lsctb ) was created which can combines advantage of cable and truss structure

    該橋型一方面利用纜索的抗拉性能;另一方面利用剛度大的優點。
  10. Moreover, popularizing such system is expected. the following works have been fulfilled within this thesis : first of all, based on the general principle of virtual displacement of nonlinear continuum mechanics, the geometric and material stiffness matrices is presented, several examples show that both of them can give out accurate result

    本論文主要完成了以下工作:首先,根據連續介質力學理論造出的交錯空間單元的幾何剛度矩陣和彈塑性剛度矩陣,算例分析表明這些矩陣能準確地計算出結的空間二階效應和空間單元彈塑性桿端力增量,計算結果具有良好的精度。
  11. A spatial deployable truss structure was studied by the ways of multibody dynamics. the equation of multi body dynamics was set up with the lagrange multiplier method and the dynamics simulation models of deployable truss structures were built by adams and i - deas

    空間展開屬于多體動力學研究范疇,本文利用lagrange乘子法建立多體動力學方程,通過adams和i - deas建立空間展開的多體動力學模擬模型,進行模擬計算。
  12. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文,結合某中學大開間教學實驗綜合樓的具體工程,就抗震設防烈度較高地區( 8度)和抗震不利的建築場地(類場地) ,並且建築物所受荷載較大的情況(建築物自重超過9 . 0kn m ~ 2 ) ,通過與矩形柱分析比較的方式,研究了異型柱純框、異型柱框-,以及異型柱框-剪力墻結的抗震性能。
  13. The advantages of the prestressed cable truss are the high structural efficiency and the architectural aesthetic feeling. this system is often used to act as structural support of point - supporting glass curtain

    預應力索具有結上的高效性和建築上的美觀性,常用作點支式玻璃幕墻的結支承。
  14. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結中採用迭層空腹.首先分析了其受力性能,得出了空腹件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹轉換結模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹,另一榀配置了預應力和鋼骨混凝土,對比分析了兩模型的層間位移比、骨曲線以及等效粘質阻力系數等抗震性能的比較,並進行了彈塑性動力分析.試驗和分析結果表明,配置預應力和型鋼混凝土的迭層空腹轉換結具有良好的抗震性能,可以成功地解決迭層空腹作為轉換層結所產生的弊端問題,最後對這類轉換層結提出了相應的設計建議
  15. Elasto - plastic analysis for 2d structures with truss - like materials

    二維類材料結彈塑性分析
  16. These were more vulnerable to blast because of poor framing and connections and were readily burned out by fire.

    由於安裝和連結得不牢固,這種更易受爆震波的破壞,並也易被火燒毀。
  17. The main body of the stadium is composed of 24 columns of trusses, which surround the bowl - shaped stands in the stadium

    鋼結由24柱圍繞著體育場碗狀看臺區旋轉而成,整體外觀酷似「鳥巢」造型。,鋼梁
  18. A rigid framework, as of wooden beams or metal bars, designed to support a structure, such as a roof

    用木棒或金屬棒做成的堅硬的,用於支撐屋頂等結
  19. Lifting equipment for performance, broadcast and similar applications - code of practice for use of aluminium and steel trusses and towers

    演出廣播和類似項目用提升設備.鋁和鋼和塔狀的使用實施規范
  20. Topics covered include : static equilibrium, force resultants, support conditions, analysis of determinate planar structures ( beams, trusses, frames ), stresses and strains in structural elements, states of stress ( shear, bending, torsion ), statically indeterminate systems, displacements and deformations, introduction to matrix methods, elastic stability, and approximate methods

    主題包含了:靜力平衡、合力、支承條件、靜定平面結(梁、)分析,結件之應力與應變,應力狀態(剪力、彎矩、扭力) ,靜不定系統,變位與變形,矩陣方法介紹,彈性穩定及近似值解法。
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