桁架節點 的英文怎麼說

中文拼音 [héngjiàjiédiǎn]
桁架節點 英文
node of a truss
  • : 桁名詞[建築] (檁) purlin
  • : 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;...
  • : 節構詞成分。
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  • 桁架 : truss桁架桿 truss rod; 桁架高度 truss depth; 桁架跨度 truss span; 桁架梁 girder truss; truss beam...
  • 節點 : [電學] panel point; hybrid; packing; node; nodal points; joint of framework; pitch point; point pitch
  1. According to the frndamental and the steps of this method, we cans use the linear regress filter method to make the simulation of the wind load and then we can educe the curve of the time - process wind velocity. after that step, we can get the chart of the dynamic wind load which we can deliver the crosswind into the particle wind load and put them on the corresponding cell nodes. then we can do the analysis of the dynamical wind load through the time - process analysis to get the max value of the displacement

    根據線性回歸濾波器法的基本原理和步驟,藉助相關軟體進行風荷載的人工模擬並得出風速時程曲線,進而轉化為風動力譜,由此將橫風向風力表達成風荷載作用於相應的單元上,按時程分析法對該空間體系進行風荷載的動力分析,求出結構在進行風動力荷載分析時,結構相應對應的最值位移值。
  2. 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

    本文建立大跨鐵路鋼梁橋和鋼板梁橋全橋結構模擬分析數學模型,說明了鋼梁橋桿件和板詳細應力分佈、平面框詳細變形與應力分佈和有變形缺陷鋼板梁橋重要部位應力的模擬分析結果等問題。
  3. The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved

    在實際運用中為了便於在樑柱處梁鋼筋的穿透,空腹式鋼骨混凝土柱是一種常見的src柱。
  4. Wuxi hongqiao displays equipment factory is a professional company engaged in the production of advertisements supplies, technology companies have strong, well - equipped production, consistent : " customer first, the service first, quality first " principle of the operation, to the research and development of various advertising materials and supplies exhibition is easy to carry, disasse - mbly flexible and used repeatedly, cost savings and other features, creating the company s products, including portable yilabao, intensive outreach planes, three double, poster frames f information, and all kinds of exhibitions and eight trusses prism, the global festival, display cabinets, and the development of the tent, folding chairs and other tourist resorts and supplies

    無錫市鴻橋展覽展示器材廠是一家從事廣告展示用品生產的專業化公司,公司技術力量雄厚,生產設備精良,一貫堅持: 「客戶第一,服務第一,質量第一」的經營原則,自行研製和開發的各種廣告器材和展覽用品,具有攜帶方便,拆裝靈活,反復使用,約成本等特,公司主要產品有便攜式展具包括易拉寶拉網展三面翻海報資料等,和展覽用的各種系列舞臺系列展示櫃等。
  5. Many optimization joints mid design methods which have been applied in actual engineerings are put forward, including the rc looped - beam joint, enforced - steel loop joint, joint between columns filled with steel tubes and rc beams, joint between columns filled with steel reinforced concrete and rc columns, joint between column filled with steel tube and composite beam, composite beam design method, prestressed laminated open - web truss mid so on

    其中,提出的較優化的鋼筋砼環梁、鋼加強環、鋼管砼柱與鋼筋砼柱、鋼骨砼柱與鋼筋砼梁、鋼骨磚柱與組合梁及組合梁設計方法、預應力疊層空腹等,都已應用於實際高層建築中。
  6. The findings above confirm that there exsists three transfer mecha - nisms in the joint, that is, the truss mechanism, the diagonal strut mechanism, and the confinement mechanism

    以上結果確認了中存在三種傳力機構,即機構、斜壓桿機構和約束機構。
  7. Through researching practical engineering on anti - earthquake analysis between the concrete structure and storey - between truss, this paper compared dynamic period and seismic behavior of this two kinds of structures, calculated force and deflection, put forward into the storey - between truss is an economic, reasonable, practical structure, it can conveniently construct and save space

    比較了這兩種結構的自振周期、振型,並對其內力(主要梁)的內力、變形進行驗算,說明在地震地區,選用層間結構比混凝土框梁具有更好的抗震性,同時具有經濟合理、方案可行、方便施工、約空間的特
  8. Study on welded node of steel pipe truss

    鋼管相貫研究
  9. Staggered truss steel framing system has seen a worldwide renaissance because it can yield great economy and maximum architectural and planning flexibility. to generalize the use of the system, more works need to be done on design methodology, details of seismic design and seismic design methodology

    鋼結構交錯體系由於其經濟性和建築布置的靈活性等優得到了廣泛的重視,要讓工程技術人員熟悉和了解它,需要在設計方法、構造細以及抗震減災理論等方面進行大量的工作。
  10. In the end, the construction requests of cfrst joints are also given in this paper

    最後,給出了矩形鋼管混凝土桁架節點構造的要求。
  11. The simplified model took into account the working of the steel tube, and the calculating method of local compression strength of concrete in tube corresponded to that recommended in the chinese code for design of concrete structures

    簡化模型考慮了鋼管參與工作,管內混凝土局部承壓強度計算方法與我國混凝土結構設計規范保持一致。建立了矩形鋼管混凝土桁架節點非線性有限元分析模型。
  12. Based upon the experimental research and nonlinear finite element calculation, and the analysis of joint failure modes, a set of formula was proposed to predict the ultimate bearing capacity of cfrst joints : 1 ) the ultimate bearing capacity of t -, y -, x - compression joints and k - compression branch joints can be predicted according to the failure model of transverse local compression

    基於試驗研究和非線性有限元數值計算,通過對矩形鋼管混凝土桁架節點各種可能破壞模式的分析,提出了矩形鋼管混凝土桁架節點承載力計算的破壞模式和相應計算公式: t 、 y 、 x型受壓和k型受壓支管承載力按橫向局部承壓破壞模式進行計算。
  13. The formula provided in this paper to calculate the ultimate bearing capacity of cfrst joints are easy to understand in physical concept and simple in practice. the results obtained by these formulas were coincided with those from the tests in this paper, packer ' s tests and the finite element numerical simulation calculation

    提出的矩形鋼管混凝土桁架節點承載力計算公式物理概念清晰、簡單實用,計算結果與本次試驗結果、 packer試驗結果和非線性有限元計算結果均吻合良好。
  14. As far as the hollow inclined column - wall transfer r. c joint is concerned, the paper introduced the truss model to calculate the internal forces of transfer beam, inclined column and square column

    在有孔斜柱轉換中引入了模型以確定轉換梁、斜柱及方柱的內力。
  15. In joist ' s temporary fixation, if temporary bolt and drill nail are used, amount of them should be calculated as flowed specification : the amount should be no less than 1 / 3 of all holes ; at least, two temporary bolts should be used ; amount of drill nail should be no more than 30 % of temporary bolts bolted ( grade a, grade b ) hole shouldn ' t be fixed with drill nail

    臨時固定如需用臨時螺栓和沖釘,則每個處應穿入的數量必須由計算確定,並應符合下列規定:不得少於安裝孔總數的1 / 3 ;至少應穿兩個臨時螺栓;沖釘穿入數量不宜多於臨時螺栓的30 % ;擴鉆后的螺栓( a級、 b級)的孔不得使用沖釘。
  16. 4 ) the ultimate bending capacity of cfrst joints can be considered as branch tube flange effective width failure mode

    對于矩形鋼管混凝土受彎承載力可按支管受拉翼緣有效寬度破壞模式計算。
  17. Based on the test results, the simplified model of transverse local compression to calculate the strength of cfrst joints under compression load was built up

    根據試驗結果,建立了適用於矩形鋼管混凝土受壓承載力計算的矩形鋼管混凝土橫向局部承壓強度計算的簡化模型。
  18. The main research works were concluded as follows : as the first experimental project in china, 37 joints tests are completed, including the ultimate bearing capacity tests on 30 t -, y -, x -, k - cfrst joints and 7 y -, x -, k - joints of rectangular steel tube ( rst )

    主要研究工作如下:作為國內的首次試驗,共完成了37個試驗,其中包括30個矩形鋼管混凝土t 、 y 、 x 、 k和7個矩形鋼管y 、 x 、 k型承載力試驗研究。
  19. For shape optimization of truss structure, the design variables are separated into two kinds of bar sectional size and nodal position by multilevel decomposition optimization method

    對于結構形狀優化,應用層次分解優化方法,將設計變量分成桿件截面積和位置兩類變量。
  20. Through the analysis of receiving force performance of staggered truss frame, this paper clearly proposed the principle that nodes construction scheme should be defined according to the plane truss form for the first time

    本文通過對錯列體系受力性能的分析,第一次明確地提出了體系構造應該根據平面形式來確定的原則。
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