斜撐 的英文怎麼說

中文拼音 [xiéchēng]
斜撐 英文
angle brace
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 撐 : Ⅰ動詞1 （抵住; 托住） prop up; support 2 （用篙使船行進） push or move with a pole 3 （支持） mai...
  1. This paper also introduces sprag overrunning clutch to be applied in transmission system of rotor aero - craft

    還對斜撐超越離合器在直升機傳動系統上的應用作了介紹。
  2. Designed sprag overrunning clutch is key component between output of gas jump - start engine and input of jet engine

    所設計的斜撐超越離合器作為燃氣起動機輸出與飛機大發起動輸入的關鍵部件。
  3. It introduces research background of the paper, research states of in home and abroad, major research content, classifying and operating principle of sprag overrunning clutch. a method is discussed for sprag overrunning clutches design, including configuration design, force analysis and fea. a computer program is developed and applied to the h - tech project

    本文首先簡要介紹了論文研究的背景、國內外的研究現狀、主要研究內容、超越離合器的分類和斜撐超越離合器的工作原理；然後，詳細闡述了運用現代先進技術開發高速斜撐超越離合器的結構設計方法、受力計算方法和有限元分析方法。
  4. The design and construction of obliquely supported high bent for pier cap beams of lu pu bridge

    上海盧浦大橋墩柱蓋梁斜撐高排架的設計和施工
  5. Dynamic test has been performed on three strengthened girders after they were being put into service. according to the measured data from the dynamic test and the calculated results of the proportion of the load distribution on steel diagonal braces and steel crane girders as well as the increased carrying capacity after strengthening in consideration of the principle of cooperative work between braces and crane girders, the feasibility, rationality, and economy of this strengthening scheme have been verified. this scheme can be applied extensively to strengthen crane girders system including concrete crane girders system hereafter

    最後結合對已經加固施工並投產使用的3榀鋼吊車梁的現場實際動測結果，按考慮下部鋼斜撐與鋼吊車梁二者協同工作的原理對鋼吊車梁與下部斜撐之間的荷載分配比例以及加固后鋼吊車梁的承載能力進行了進一步的計算驗證和對比分析，論證了採用鋼斜撐方案加固已有鋼吊車梁的合理與有效性。
  6. Plastics. verification of shore hardness durometers

    塑料製品.斜撐柱硬度計檢驗
  7. The fracture failure analysis and prevention of front sloping supporting arm

    飛機前支柱斜撐桿支臂斷裂分析及預防
  8. Indeed, wind bracing also was not generally required.

    實際上，也沒有普遍要求設置抗風斜撐。
  9. This paper mainly makes the research of construction method for cast - in - situ concrete box girder of continuous girder bridge, using assembled highway bridge steel truss ( often known as bailey truss ) as the falsework, technical schemes for the falsework erected over river, particularly the rigid slant supports of the falsework on piers, and analysis, calculation methods and deformation of the falsework in accordance with the related tests in field

    摘要主要研究了採用裝配式公路鋼橋桁架（通常稱為貝雷架）做為支架進行連續梁橋現澆箱梁混凝土的施工方法；研究了跨河施工支架的技術方案，特別是施工支架在橋墩上的剛性斜撐，同時結合現場試驗研究了施工支架的分析計算方法及變形。
  10. The application of triangle homolateral supporting bar inclined shore in prevent waterwave concret wall

    混凝土防浪墻支模三角形同側拉桿斜撐的應用
  11. It is emphasized that described test techniques, test demonstration method means and results of the research program

    論文著重總結了3年研究某型斜撐離合器的試驗方法、試驗驗證及結果。
  12. Brake lever bracket brace

    制動杠桿托架斜撐
  13. Insulators and fittings for overhead lines. metal fittings. arm stay - plate fixing

    架空線路用絕緣子和配件.金屬配件.斜撐固定拉桿
  14. Discussion about the standard of making straight the double sloped supported derrick of chest shape

    雙斜撐箱形井架找正執行標準的探討
  15. Ft insulators and fittings for overhead lines. top iron fittings for strutted wooden poles

    架空線路用絕緣子和配件.木電桿斜撐用頂鐵配件
  16. Insulators and fittings for ouerhead lines. metal fittings. strengthening metal fitting stay - plate fixing

    架空線路用絕緣子和器材.金屬配件.斜撐加固配件
  17. As for different requiremint for the lustration rate, we can provide you round - hole 20 - 30 %, strip - hole 40 - 50 % perforated panel. stringer, pedestal and typical rod with high - mechanic strength and loading capacity

    針對各種潔凈室潔凈度的不同需求，可提供圓孔20 % ? 33 % 、條孔40 % ? 50 %開孔率的高架鋁合金通風地板。支架、橫梁及特殊的斜撐設計為高承載，高強度奠定了堅實的基礎。
  18. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  19. Pincheira, jose a., james o. jirsa, “ seismic response of rc frames retrofitting with steel braces or walls, ” journal of structure engineering, pp. 1225 - 1235 ( 1995 )

    蔡克銓，耐震偏心斜撐系統之特性及應用，結構工程，第4卷，第3期，第49 - 59頁（ 1989 ） 。
  20. Moreover, the influence of parameters, such as bracing stiffness, yielding displacement of the dissipater and different distribution of dissipating braces on the suppressive effectiveness of structure vibration is studied and some referential suggestion is presented for the design of passive energy dissipation system

    此外，本文還對耗能支撐減震參數（斜撐剛度、耗能器屈服位移）的改變以及耗能支撐的不同布置方式對結構減震效果的影響進行了分析，為摩擦耗能支撐框架的設計提供一些參考性建議。
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