支撐構架 的英文怎麼說

中文拼音 [zhīchēnggòujià]
支撐構架 英文
structure frame
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 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...
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 架 : 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;...
  • 支撐 : 1 （抵抗住壓力） prop up; sustain; support 2 （勉強維持） support; prop up3 [建築] strut; brace; ...
  • 構架 : carcass; panel work; frame; buck; blind; reinforcement; thripple; backbone; framework; truss; fra...
  1. In order to take the influence of the internal force from translation into consideration, the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force, e. g. the imaginary horizontal loads method

    為考慮變形對內力的影響，對無支撐框架的平面內穩定計算提出採用假想水平荷載法進行二階彈性內力分析，以與國際上鋼結構設計相接軌。
  2. Theoretical analysis of systems was carried out where beams and columns were hinged rigid bodies while the vertical beams were elastic, then the analysis was extended to systems in which both the frames and the bracing beams were elastic

    文章研究了彎曲型支撐?框架結構的穩定性。在剛彈性模型分析和大量有限元計算的基礎上，建立了彎曲型支撐剛度與框架臨界荷載的關系式。
  3. Similarly, according to the deformation mechanism of ebsf and the virtual work theory, the influence of three different active beam links on the terminal carrying capacity, stiffness and ductibility of ebsf is deducted

    同樣，根據偏心支撐框架的幾何變形機制，應用虛功原理，重點推導並分析比較了分別採用d型、 k型或者v型支撐時對結構的極限承載力、彈性剛度以及延性的不同影響。
  4. Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames, especially inelastic deformation of link absorbs seismic energy

    偏心支撐框架結合了中心支撐框架的強度、剛度高和普通抗彎框架的延性、耗能性能好的優點，通過耗能梁段的非彈性變形耗散大量輸入結構的地震能量。
  5. This paper presents the structure of the scaffold, as well as setting precamber and decentering techniques

    對該支撐拱架的結構、預留拱度設置、拱架卸落等進行了介紹。
  6. Hollow structural sections ( hss ) are commonly used as bracing members insteel - framed buildings or as web members in roof trusses

    鋼管截面通常用作支撐鋼框架中的支撐構件或屋頂桁架中的腹桿桿件。
  7. Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel

    應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。
  8. Frame - bracing structure is a kind of dual - system, among which the bracing system may be shear wall, reinforced concrete core, vertical truss, etc. in current design codes for steel structures, multi - story steel frames are divided into two types, sway and non - sway frames

    支撐體系可以是剪力墻、筒體或支撐桁架體系。國家現行的鋼結構設計標準在計算框架結構的穩定性時將框架結構分為有側移和無側移兩類，分別確定其計算長度。
  9. Experimental study on the energy - dissipation braced frame structure with lead - extrusion dampers

    鉛擠壓消能支撐框架模型結構試驗研究
  10. Research and practical application of rc frame with energy dissipation braces

    消能支撐框架結構的研究與應用
  11. Nonlinear analysis of reinforced concrete frame with energy - dissipation braces

    消能支撐框架結構的非線性分析
  12. With the development of science and technology and incessant exploring outer space, the deployable structures are being used widely masts are basic deployable structures, being a effective supporting structures, masts are often used for separating electronic instruments to reduce interference or supporting other structures such as deployable antennas, solar arrays, telescope, outer space manipulator, outer space flat roof

    隨著科學技術的發展和人類對太空的探索不斷深入，可展開結構越來越廣泛的得到應用。伸展臂是最基本的可展結構，作為一種有效的支撐結構，可以作為大型可展開天線、太陽帆和望遠鏡的支撐背架、太空機械手以及空間平臺等，已經得到了廣泛的應用。
  13. Against this background the thesis probes the mutual relationship of information technology and enterprise management, finds their combination point, on this basis, systematically analyses the influence of information technology to enterprise management, unfolding from the five sides of management technology and method, management and organization model, management behavior, management thought and management responsibility, considers that the influence present situation of information technology to enterprise management embodies the optimization management technology and method, flexible management and organization model, coach management behavior, pliable management thought and innovative management responsibility, and that the influence present situation of information technology to enterprise management supplies wide space for the enterprise management model optimization, studies the enterprise management model optimization in theory : integrated management method, flat pliable net management and organization form, humanism organization management, which is the organization management around person and digital strategy management, and constructs the mould of enterprise management model optimization, which are the background supporting framework of the enterprise, the restricting factors of the enterprise management model optimization, the stimulating mould of the information ? technology to the enterprise management model optimization, and the comprehensive mould of the enterprise management model optimization

    文章以此為背景探討了信息技術與企業管理的互動關系，找出二者的結合點，並在此基礎上，系統地剖析了信息技術對企業管理的影響，從管理技術方法、管理組織模式、管理行為、管理思想、管理職能五個方面詳細展開，認為信息技術對企業管理影響的現狀體現于優化的管理技術方法、靈活的管理組織模式、教練式的管理行為、柔性的管理思想、創新的管理職能，並認為信息技術對企業管理影響的現狀為管理模式的優化提供了廣闊的空間，從理論上研究了企業管理模式的優化：集成化的管理方法；扁平化、柔性化、網狀化的管理組織模式；人性化的組織管理即以人為中心的管理；數字化的戰略管理，構建了企業管理模式優化的模型：企業管理模式優化的底層支撐框架、企業管理模式優化制約要素互動解析模型、信息技術對企業管理模式優化的刺激模型、企業管理模式優化的綜合模型。
  14. In the paper, friction energy dissipation is discussed mainly. using nonlinear spring element and combination element, the finite element model of friction energy dissipating brace frame is established

    本文針對摩擦耗能這一減震形式進行討論，採用非線性彈簧單元、組合單元建立摩擦耗能支撐框架結構的有限元模型。
  15. Furthermore, based upon the explicit relationship between critical loads of frames and bracing stiffness, the expression of critical bracing stiffness at which the frames will buckle in a non - sway mode is also proposed. the relationship between the critical load of frames and the stiffness of flexural - typed bracings was extended to more general cases where bracing systems are of flexural - and - shear - type. the expression of the critical stiffness for this type of bracings was also suggested

    在已有彎曲型支撐研究結果的基礎上，把框架?彎曲型支撐雙重結構體系中支撐剛度與框架臨界荷載的關系式推廣到了框架?彎剪型支撐的情況，得到了彎剪型支撐的臨界剛度計算式和非完全支撐（弱支撐）框架臨界荷載的計算公式。
  16. There are two systems of conventional tall steel buildings : moment - resisting frames and concentrically braced frames

    傳統的高層鋼結構體系有兩種：抗彎框架和中心支撐框架。
  17. Experimental study on the aseismic behavior of the energy dissipation braced frame model structure with the lead extrusion dampers

    鉛擠壓消能支撐框架模型結構抗震性能試驗研究
  18. Because the concentrically braced frame can offer older resisting stiffness to structure, widely used in the seismic area

    由於中心支撐框架體系能為結構提供較大的抗側剛度，在地震區得到了廣泛的應用。
  19. 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。
  20. Estimation of the amount of energy dissipation braces in frame structure with friction energy dissipation braces

    耗能支撐框架結構中耗能支撐數量的估算
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