secondary frame 中文意思是什麼

secondary frame 解釋
輔助隔框
  • secondary : adj 1 第二(位)的,第二次的;中級的 (opp primary)。2 副(的);從屬的;附屬的;輔助的;補充的...
  • frame : n 1 機構;組織;系統。2 結構,框架,構架,骨架,骨骼。3 體格,身軀。 4 精神狀態,心情。5 【園藝】...
  1. So in that foundation this thesis proposed the amendatory expressions which can neglect the effect of secondary frame in computing structure lateral displacement, and this correction coefficient enhances the computation precision of that simplification method

    因此,本文在此基礎上提出了不考慮次框架影響時結構側移的修正公式,以提高此簡化方法的計算精度。
  2. At the late diagenesis phase, the dissolution of frame grains, especially the dissolution of felspar and laumontite, is the key to form secondary porosity

    朵狀砂體的大小直接控制油藏的范圍及規模,靖安地區的主要油藏多沿不同的朵狀體成排分佈。
  3. Abstract : the paper probed the analysis on the adding mode of perpendicular load in multistorey building structures, the bending moment of frame side beams and the top, the bending moment of secondary beams, the difference between the tie - beam, plane - frame analysis and the space analysis on the path of conduct force, ect. it can be used as a reference when probing these problems

    文摘:討論了在多項高層建築結構分析中垂直荷載加載模式的選擇,框架邊梁和次梁端部的彎矩計算,連梁問題和平面框架分析與空間分析在傳力路徑上的差別以及單片剪力墻平面外彎矩等問題,可供同類結構內力分析時參考
  4. Tmac will destroy our opponents secondary and limit the minutes on his fragile frame

    麥帝會成為打擊對手的第二梯隊,他脆弱的身體將限制他的出場時間。
  5. According to the analysis of the difficulty and problems that the primary and secondary schools come across in the process of the it - based education, this article discusses the design principle, frame, function and operation of the it - based education platform which provides support for teachers " preparation for lessons, interactive teaching and learning, students " self study and training and feedback. basing on the campus internet, it is centered by teaching resources storehouse and around the key points of the primary and secondary schools " teaching process

    本文通過對中小學校在實現信息化教育過程中遇到的困難與問題的分析,討論了基於校園網路,以教學資源庫為核心,緊緊圍繞中小學教學過程的關鍵環節,對教師備課、互動教學、學生自主學習、學生自主訓練以及教學反饋等方面提供支持的信息化教育平臺的設計原則、框架、功能、使用方法以及技術實現方法等方面問題。
  6. Shear strength at primary and secondary beam nodes of preformed holes of composite frame structure

    迭合框架結構預留洞口主次梁節點的抗剪性能
  7. The main causes, which have effects on redistribution of internal force in the prestressed frame, including the relative height compressive zone of section, secondary moment and types of load applying are taken into account. the horizontal braces force which results from the tension of the prestressing steel, reduces the pre - compress stress is analyzed

    並且探討了各影響因素對框架梁截面延性的影響和由於柱的抗側剛度在預應力鋼筋張拉時約束梁的軸向變形,從而影響預應力在梁中的建立所造成的梁中軸向預壓力的損失。
  8. Some stiffness matrices of special elements such as rubber bearings and components with field are derived from primary - secondary and inverse transform in structural matrix analysis. then, seismic response analytical models and non - isolated continuous rigid frame bridges are set up, while considering the interaction of soil - pile - structure and traveling wave effect simultaneously. finally, the seismic time history response of the two models is calculated by means of the finite element method, and the results show that the isolated bridge posses powerful earthquake resistance

    首先論述了公路大跨徑橋梁的地震反應分析方法,其中包括樁-土-結構相互作用、行波效應等因素對結構物的影響;其次,利用結構矩陣分析中的主從變換和逆步變換,推演了幾個特殊單元的剛度矩陣,包括橡膠隔震層單元和帶剛域構件單元;最後,考慮樁-土-結構相互作用和行波效應的結合,分別建立隔震與非隔震連續剛構橋地震反應分析模型,通過有限元法對兩種結構進行時程分析,結果表明:隔震層上部結構的地震加速度反應、位移反應均明顯減小,這說明隔震的連續剛構橋具有很好的抗震能力。
  9. In order to simplify computing, we always ignore the effect of secondary frame to resist the horizontal loads in designing the mage - frame

    在結構設計時,為了簡化計算,常常認為次框架不參與抵抗水平力。
  10. ( 2 ) if secondary moment is taken for one kind of modulation of moment and there are the same, the effect of secondary moment on the modulation of moment becomes bigger with secondary moment becoming bigger. if prestressed frame can not complete full redistribution of internal force, ultimate load may put off and put up because of secondary moment. total coefficient of modulation of moment also is bigger

    ( 2 )如果把次彎矩看著是對框架的一種彎矩調幅,在相同的相對受壓區高度下,次彎矩越大,次彎矩調幅作用越強;如果結構不能實現完全的內力重分佈,則次彎矩能夠延緩截面極限承載力的到來,提高結構的極限承載力,結構總的彎矩調幅系數也隨著次彎矩的增大而增大。
  11. 5 ) the secondary moment postpones coming of plastic hinge on frames. in other words, it reduces requisition of rotation ability of section. therefore, it maybe improve modulation ability of frame

    ( 5 )初始次彎矩的存在,推遲了梁端塑性鉸的出現,也就是說降低了彎矩重分佈對梁端轉動能力的要求,從而有可能提高總調幅能力。
  12. For example still the arguments exist about the cracking controlling, the behavior of secondary moment and the re - distribution of internal forces, especially for the moment, of the prestressed concrete continues beam or frame

    例如在對預應力混凝土連續梁和框架的裂縫控制、次彎矩以及結構的塑性內力重分佈尤其是彎矩重分佈這些問題上還存在著廣泛的爭論。
  13. Exploiting the frame coherence, the display of large scale texture is reduced to a caching problem in which texture memory serves as the primary cache for texture data, main memory the secondary cache, and local disk the tertiary cache

    利用相鄰幀之問的連貫性,大規模的紋理映射歸結為紋理數據在各個存儲之間的調度問題,從硬盤到系統內存及系統內存到紋理內存,通過各個層次的存儲器,能夠有效地執行遠遠超出紋理內存的大規模紋理映射。
  14. ( 5 ) for segmental bridge, creep will cause secondary force because of changing of the system. creep has slight influence on the distribution of internal force of rigid - frame, but has great influence on the spandrel beam

    ( 5 )對于採用分階段節段施工的橋梁,由於存在體系變化,徐變不僅對結構的變形有影響,而且還將產生徐變次內力。
  15. At first, this thesis analyzes the main causes in theory, which have effects on the redistribution of internal force and modulation of moment for the bonded post - tensioned partially prestressed concrete frame ( for short prestressed frame ), including the relative height of compressive zone of section ( ), secondary moment and types of load applying. then, this thesis analyzes the test of prestressed frame. then, a method, called curvature - force method, for nonlinear analysis of prestressed frame is put forward

    本文首先從理論上分析了影響后張有粘結部分預應力混凝土框架(簡稱為預應力框架)內力重分佈和彎矩調幅的主要因素,即相對受壓區高度、次彎矩和加載方式等,並初步分析了兩榀只加豎向荷載和兩榀既加豎向荷載又加水平荷載的單層單跨預應力框架靜力加載的試驗。
  16. In this thesis, the function of one sequence dsg10 was predicted by bioinformatics analysis, the transgenic tobacco of dsg 10 was obtained : 1. dsg10 was analyzed by bioinformatics methods, including open reading frame ( orf ) analysis, blast, protein secondary structure prediction and phylogenetic analysis. the sequence probably code a nitrate transporter in the membrane

    研究的主要內容包括: 1 、運用生物信息學方法對dsg10序列進行了分析,包括序列的讀框分析、同源性比較、蛋白質結構分析、二級結構預測以及該序列的進化關系分析,初步預測該序列可能編碼一種位於生物膜上的硝酸鹽運輸蛋白。
  17. With regard to the orientation of organizational flatten - reform of state - owned commercial bank, this article suggests that organizational flatten - reform should be based on secondary branch. through an example of certain secondary branch of state - owned bank, the dissertation analyzes its transformational measures of organizational frame, operation flow, achievement assessment, bestir system, and so on, and gives the evidence of feasibility of this organization transform

    隨后,論文比較分析了西方商業銀行組織扁平化的特徵、結構模式及最新發展,並在此基礎上綜述了業內專家關於我國國有商業銀行組織扁平化的構想,通觀西方、借鑒前者,旨在為國有商業銀行組織扁平化探索路中拋磚引玉,激發各大行在改革中因地制宜,走出自己的扁平化路子。
  18. The primary structure and secondary structure of mage - frame can use the different material to carry on the combination

    對于巨型框架結構,主框架和次框架可以採用不同的材料進行組合。
  19. By way of these tendons, precest beams and columns can be assembled conveniently, and the joints and frame are monolithic and continuous. consequently, compared with common reinforced concrete frams, this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames. also it forms the framework of subassemblage and prestressed concrete frames, and explores a new way for industrial production of prestressed structures. by analyzing this system, a series of conclusion are provided, incluing modulation of bending moment produced by vertical loads within beam end, secondary internal forces produced by pretress force, shear resistance of the end of beams, the influence of lateral restrains. theresearch results of this paper are proved to be practical. some advices are also brought forward on the design process

    后張預應力筋既可作為施工階段拼裝手段,又可在使用階段承受梁端彎矩,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,解決了預應力混凝土框架難以裝配的問題,形成預制預應力混凝土裝配整體式框架,開辟了預應力結構工業化生產的新途徑。本文針對預壓裝配式預應力混凝土框架,從豎向荷載作用下的梁端彎矩調幅、施加預應力在框架中產生的次內力、梁端抗剪承載力、考慮側限的無側移框架的承載力分析四個方面對該種裝配式結構體系的性能做了詳細的研究。
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