arrangement of reinforcement 中文意思是什麼

arrangement of reinforcement 解釋
布筋
  • arrangement : n. 1. 整頓，整理；排列，布置，分類。2. 〈pl. 〉安排，料理，籌備，預備。3. 商定，約定。4. 調解，和解。5. 改作，改編；改編的樂曲。
  • of : OF ＝Old French 古法語。
  • reinforcement : n. 1. 增強，加固；補強物，強化物；補給品。2. 增援，支援；〈pl. 〉增援部隊，援軍；救援艦。
  1. In the design, the construction measures such as application of shrinkage - compensating concrete, arrangement of spacing layer between the foundation rock and the bottom slab, adding outside waterproof layer, flexible connection between outlet pipe with side - wall, integerated concrete placement of pump seat with bottom slab and design of reinforcement with application of advanced calculation theory are used according to the characteristics of lager span, larger volume and complex loading conditions of the understructure

    針對下部結構跨度大、體積大、受力復雜的特點，在設計中採取多種措施，包括採用補償收縮混凝土、基巖與底板間設隔離層、增設外防水層、出水管與邊墻採用柔性連接、機座與底板整體澆注、採用先進計算理論指導配筋。
  2. Firstly, the master zhang binbin ' s tests further verified that the design methods brought forward by the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) can not satisfy basic seismic requirement. at the same time, our research group find that some acceptable improved reinforcement arrangement scheme in domestic and foreign researches can not attain satisfying ductility performance

    其中首先通過碩士研究生張彬彬的試驗研究工作，進一步證實《高層建築混凝土結構技術規程》 （ jgj3 - 2002 ）提出的設計方法不能滿足抗震基本要求；同時查明，國內外已提出的某些施工可以接受的改進配筋方案仍未達到較滿意的延性性能。
  3. The long period cyclic tests of four specimens near to sufficient dimension made by the master cao yunfeng prove that the reinforcement arrangement scheme can obtain favorable displacement ductility and plastic energy dissipation capacity for the coupling beams with the small aspect ratio of 1. 0. to go deep into the research further, this thesis concentrates on the two aspects following : ( 1 ) the author of this thesis carries out the long period cyclic test of five specimens near to sufficient dimension to further verify : 1 ) the probability that the upper limit of shear - resistant ability increases to vu = 0. 2fcbh0 or higher

    0的位移延性，且耗能能力良好:在跨高比為0 . 8一1 . 25的范圍內，連梁都依然保持上述良好性能;配筋比例應以對角斜筋為主，一組「 l 」形斜筋用量與單向對角斜筋用量的比值宜控制在0 . 35一0 . 55的范圍內;通過對曹雲峰的試驗與本文試驗的綜合分析，表明cz于c45的混凝土強度等級都是可用的，未發現混凝土強度在這一范圍內偏高或偏低時可能帶來什麼不利影響。
  4. At the basis of the summary of reinforcement arrangement scheme already put forward, our research group brings forward a reinforcement arrangement scheme having good applicability in engineering, namely the reinforcement arrangement scheme of adding the diagonal bars and rhombic inclined bars on the basis of traditional reinforcement

    在總結已有配筋方案的基礎上，本論文作者所在研究組提出了一種工程適用性好的配筋方案，即在傳統配筋基礎上加設對角斜筋和上、下兩組「 l 」形筋組成的菱形斜筋的方案。
  5. Lastly, in the paper some suggestions were put forward about correlative problems such as the slab thickness, arrangement of reinforcement and construction etc

    最後對于諸如板的厚度、配筋、施工等相關問題提出建議。
  6. According to the result of the internal force calculation, this paper introduces detailedly the design of tied frame prestress reinforcement, the checking calculation of section stress and intensity of arch and tied frame, also it provides some result files > arrangement drawings and main structure design drawings

    利用內力計算結果，本文還詳細介紹了系梁預應力配筋設計，拱肋和系梁截面應力和強度驗算及橫梁設計計算，並提供了部分計算結果文件、總體布置圖和主要結構設計圖紙。
  7. So far domestic and foreign researches have not yet found out an effective reinforcement arrangement scheme for convenient construction and guaranteeing the occurrence of shear failure after coupling beams attaining displacement ductility required

    至今國內外仍未找到一種既方便施工，又能保證剪切失效出現在連梁達到所需的位移延性之後的有效配筋方案。
  8. In the nonlinear time - history analysis, based on the comprehension and the application of the former relevant theories and calculating methods, a new five - segment planar bar element model considering reinforcement arrangement is developed, and a relevant time - history analytic program is provided. the analytic results of two examples showed that the new five - segment planar bar element model can well reflect the effect of the reinforcement arrangement distribution

    在非線性動力時程分析中，在綜合理解和應用前人相關理論概念和計算方法的同時，進一步提出一種新的考慮配筋分佈的五分段平面桿件單元模型，並編制了相關的fortran應用程序，相關算例分析證實此模型能夠較好的反映實際配筋分佈的影響。
  9. The curved surface analysis and reinforcement arrangement of bent draft - tube

    水電站彎曲型尾水管曲面分析與鋼筋布配
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