預應力連續梁 的英文怎麼說

中文拼音 [yùyīnglìliánxùliáng]
預應力連續梁 英文
prestressed continuous beam
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 連 : Ⅰ動詞1 （連接） link; join; connect 2 （連累） involve （in trouble）; implicate 3 [方言] （縫） ...
  • 續 : Ⅰ形容詞（連接不斷） continuous; successive Ⅱ動詞1 （接在原有的后頭） continue; extend; join 2 （...
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  • 連續 : continuation; succession; series; continuity; continuing; running; continuous; successive; contin...
  1. To study the flexural behavior, ultimate bearing state and laws of internal force redistribution of prestressed concrete continuous beams cast by different construction methods, the model tests for three pieces of the continuous beams were carride out, in which three kinds of the construction methods, such as those of lowering formwork supports at one time, transferring simply - supported structure into the continuous one and casting the beam by cantilever construction, were considered

    摘要為研究不同施工方法下預應力混凝土連續梁的彎曲性能、極限受力狀態及內力重分佈規律，進行了3根連續梁模型試驗，分別考慮一次落架、簡支變連續和懸臂施工3種施工方法。
  2. The structure of simply supported - continuous system is now common used in small span bridges and bridge approach of large span

    簡支轉預應力連續的施工方法是中、小跨徑橋梁和大跨度橋梁的引橋中普遍採用的結構型式。
  3. In order to meet the demand of bridgework, we monitor and analyze the stress and the deflection during the process of bridge construction

    本論文根據橋梁工程建設的需要，對施工過程中簡支轉預應力連續結構的應力和撓度進行理論分析和施工監測。
  4. The paper, in the light of my bureau ' s construction experience and project practice in constructing large span prestressed continuous beam bridge ( continuous rigid frame ) in recent dozens of years, introduces a new thinking about the standardized design of cable - stayed hanging basket and the standardized construction technology of the continuous beam bridge ( continuous rigid frame ), gives the detailed account of a series of construction technique and achievements such as : the development and construction ways of large span continuous beam bridge, the standardized design thinking and operation of cable - stayed hanging basket, the standardized construction technology of the continuous beam bridge ( continuous rigid frame ) etc., meanwhile, it is attached with a whole set of detailed standardized design sample drawings of cable - stayed hanging basket

    本文根據我局十幾年來修建大跨度預應力連續梁（連續剛構）橋的施工經驗和工程實例，介紹了一種斜拉式掛籃標準化設計的新思路及連續梁（連續剛構）橋標準化施工工藝。詳細敘述了大跨度連續梁橋的發展、施工方法、斜拉式掛籃標準化設計思路及做法、連續梁（連續剛構）橋標準化施工工藝等一系列施工技術及成果，並附有全套詳細的斜拉式掛藍標準化設計定型圖。對同類型橋梁的施工及掛籃設計具有參考價值。
  5. In order to ascertain the real stress and deflection of structure this paper puts forward experimental scheme. by measuring data during the process of construction, we can know the distribution of stress in simply supported - continuous beam and compare with initial design, then we can adjust it by control method to ensure quality of the bridge

    提出具體的試驗方案，論述了測試元件的測試原理，通過測量各控制點在不同階段的應變和撓度，確定橋梁結構的實際應力大小和變形狀態，了解簡支轉預應力連續結構各跨主梁與連續處的應力分佈情況，並與設計相互驗證，通過施工控制使結構符合設計要求，保證施工質量。
  6. Using theory of structure intensity and prestressed concrete bridge, this paper reviews theoretical computing method of stress and deflection. making use of the procedure of computing bridge structure, the structure of simply supported - continuous system is calculated and the result is analyzed, the character on force and deflection is generalized in the paper

    運用力學理論、混凝土結構強度理論和橋梁結構相關理論論述了橋梁應力與變形的理論計算方法；利用專用橋梁結構計算程序結合具體工程項目中的簡支轉預應力連續結構進行了數值模擬計算，並對計算結果進行理論分析，提出這種結構型式在受力狀態與結構變形上的特點。
  7. ( 4 ) the difference of the constraint conditions makes the second moment in prestressed frames less than that in the prestressed beams

    （ 4 ）約束條件的不同使單層兩跨預應力混凝土框架梁中的次彎矩要遠小於兩跨的預應力連續梁。
  8. The bridge with box section possesses a better construction characteristics such as higher torsional rigidity and the better force property. 6. the accumulation of the measured impact coefficient can promote the adoption of the design impact coefficient, which is the basis of the safe run and test of the bridge

    武漢理工大學碩卜學位論文5 、箱形截面梁具有良好的結構性能，抗扭剛度大、受力性能合理，預應力連續箱梁橋結合了預應力連續梁橋和箱形梁的優點，較好地發揮了材料和結構性能的優勢。
  9. Throw the research we can get the performance of the joint of the unbond precast and pretressed continuous beam and how the moment redistributes. we got the conclusion that compare the monolithic prestressed continuous beam, the unbond precast and pretressed continuous beam has short amplitude modulation capacity

    得到預制預應力連續梁接縫處的受力性能，內力重分佈的表現形式，並認為在極限荷載下預制預應力連續梁的調幅能力低於整澆式連續梁等特性。
  10. Theory of post - tensioned prestressed concrete beams with bond

    后張有粘結預應力連續梁的分析原理
  11. Then, focusing on the construction technology of twice pre - stressed continuous beam, the structure analysis methods in this phase is introduced

    二次預應力連續梁由於其施工工藝的獨特性，必然會帶來結構分析上的一些差異。
  12. Abstract : through the practice of vertical pressers in long sp an continuous box - girder and the research of two - way prestress model test, the construction technology about unbonded vertical prestress is proposed and applie d in hanjiang bridge in hanchuan. for the first time, it ? s first adopted in long span concrete bridge in our country and a lot of economic benefits are created b ecause of its advantages such as little drill way, rapid and imple construction, h igh quality and so on

    文摘:通過漢川漢江公路大橋大跨徑連續箱梁豎向預應力施工實踐和雙向預應力模型梁試驗研究，在該橋施工中提出並應用了無粘結豎向預應力技術.這在國內大跨徑砼橋樑上尚屬首次全面採用，它具有孔道直徑小，施工簡便快速，質量易於保證等優點，為全橋預應力施工創造了較為顯著的社會經濟效益
  13. Static load test and finite elment analysis of prestressed continuous box girder bridge

    預應力連續箱型橋梁靜載有限元分析
  14. Based on the linear creep theory and deformation coordination principle, the calculation method and computing formulas about the inner force redistribution and the stress redistribution are investigated in this thesis, the validity of this method is demonstrated by comparison the calculated results with the tested results

    基於線性徐變理論和變形協調原理，本文研究了二次預應力連續梁的徐變內力重分佈和徐變應力重分佈的計算理論和計算方法，並與試驗結果進行比較，以求驗證本文方法的可行性。
  15. Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se

    Lin簡支箱梁和2x40m連續箱梁為例，本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態；研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響，以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。
  16. Static and dynamic testing - based evaluation of load - carrying capacity for a prestressed concrete continuous bridge with nine - spans

    基於靜動力測試的多跨預應力連續梁橋承載力評估
  17. Further more, some factors, which may affect those characteristics, are full investigated, which can provide some extent help for the design and construction

    另外本文還研究了影響二次預應力連續梁的這些特點的一些影響因素，這對設計和施工將具有一定的意義。
  18. Its effect factors are investigated by numerical examples in this thesis, which can provide reference on design and research of twice - pretressed continuous beam

    另外通過數值計算的方法，研究了影響這種內力重分佈和應力重分佈的主要因素，為二次預應力連續梁這一新型結構的設計和研究提供參考。
  19. In this thesis, the primary principles and construction technology of twice pre - stressed composite structure are introduced based on the experimental study on a two - span twice - prestressed continuous beam

    並通過一根兩跨二次預應力連續梁的製作，介紹二次預應力組合結構的基本原理和施工工藝等。
  20. To the prestressed concrete continues beam, considerable experiments have been finished and nice achievements have been acquired at chongqing jianzhu university ( renamed chongqing university since the year 2000 ) in these years

    對預應力連續梁，近年來重慶建築大學一做了大量的足尺構件的試驗研究，並取得了令人滿意的研究結果。
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