連續剛構橋 的英文怎麼說

中文拼音 [liánxùgānggòuqiáo]
連續剛構橋 英文
continuous rigid frame bridge
  • 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 （...
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 連續 : continuation; succession; series; continuity; continuing; running; continuous; successive; contin...
  1. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結，對連續剛構橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望，提出了一種用於解決重載輕型懸臂澆築施工的新型桁架斜拉式組合掛籃，並進行了可行性分析計算和設計。
  2. Considering to the continuous rigid - frame bridge construction characteristic, putting forward the idea of reverse to optimize prestressed steel. according to different construction phases, the paper gets the formual of the cantalever phase, join two section of a bridge phase and the vertical prestressed steel, and works out corresponding program

    考慮大跨徑預應力混凝土連續（剛構）橋施工的特點，提出了基於倒裝方法的預應力靜定束、合龍束以及豎向束的優化設計理論，並編制了相應的計算程序。
  3. Three dimensional stress analysis of double - tracks railway continuous rigid frame bridge with wide box girder

    雙線鐵路連續剛構橋寬箱梁空間應力分析
  4. Overcoming post - downwarping of long span pc continuous rigid frame girder by design measures

    連續剛構橋後期下撓設計措施
  5. Analysis of shear lag effect of long - span continuous rigid - frame box - beam bridges

    輕質高強混凝土在連續剛構橋中的應用分析
  6. On the basis of the analyse of built continuous rigid - frame bridge ratio of span, according to the concept of engineering economy, while only to think about cost, the paper gains to choice rational ratio of span formula

    以既有pc連續剛構橋孔跨比分析為基礎，以工程經濟為基本理論，提出了經濟跨徑的計算方法。
  7. Continuous rigid - framed and box - typed bridge of middle span. according to the wording feature of pc. continuous rigid - framed bridge in cantilever casting construction, every kind of temporary measurement has been analyzed

    中等跨度預應力混凝土箱形連續剛構橋橋跨布置時，為方便施工及減小主橋橋長，邊跨跨徑在無特別要求的情況下，可考慮選用較小的邊、中跨比例。
  8. Alignment control of continuous rigid frame bridge

    連續剛構橋施工線形控制
  9. The cancellation of web bending reinforcement and continuous bar in upper structure of continuous rigid frame bridge is discussed with mechanics method. 4

    並對連續剛構橋上部結構設計中取消腹板彎起索、下彎索和連續束問題進行了探討，從力學角度進行了分析研究。
  10. A research over pc continuous rigid frame bridge for jinbin light rail

    津濱輕軌預應力混凝土連續剛構橋設計研究
  11. Aseismic analysis of pc continuous rigid frame bridge for jinbin light rail

    津濱輕軌預應力混凝土連續剛構橋抗震分析
  12. Simplifying calculation of irregular continuous rigid frame bridge

    不規則連續剛構橋的簡化計算
  13. In theory, it is feasible that using grey system theory to forecast flexibility. on the basis of this theory, taking 270 meters span continuous rigid frame bridge of humen bridge as an example, this paper analyzes the flexibility deformation in th e process of construction

    採用灰色系統理論來進行預測，從理論上來說具有一定的可行性，基於這一思想，本文以虎門大橋270米混凝土連續剛構橋施工中的撓度變形為例進行了計算分析。
  14. Chapter two discourses the basic theory, calculation model and main advantages and disadvantages of regression analysis and time series analysis. chapter three discusses grey system theory in detail, including the basic theory, grey incidence analysis, model in common use and forecasting method. chapter four analyzes the results of flexibility deformation of 270 meters span continuous rigid frame bridge of humen bridge, calculated with regression, time series and grey system model

    第1章介紹了變形監測的目的、意義、分類以及變形分析與預測研究的現狀和進展；第2章論述了回歸分析和時間序列分析的基本理論、計算模型和主要優缺點：第3章詳細討論了灰色系統理論，包括建模的理論基礎、灰色關聯分析、常用模型和預測方法；第4章為採用回歸模型、時間序列模型、灰色系統理論模型，對虎門大橋270米混凝土連續剛構橋施工中的撓度變形進行的計算分析。
  15. 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。
  16. Analysis on long - term deflection of high strength light - weight concrete box beams of continuous rigid frame bridges

    高強輕質混凝土連續剛構橋箱梁長期變形分析
  17. Analysis of temperature influence on long - span continuous rigid frame bridge construction control

    廣東虎門輔航道連續剛構橋混凝土箱梁的溫度梯度研究
  18. 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。
  19. With the development of high - speed transportation project and the enhancement of the traffic speed, it is important to improve the comfort in vehicle - driving. it is an effective way to increase the total length of superstructure of continuous rigid frame bridge

    由於高速交通事業的發展和行車速度的提高，已將行車的舒適性提到了很重要的位置，盡量增大連續剛構橋上部結構的連續長度，有利於高速行車和提高行車舒適性。
  20. The analytic method of structure under the supervisory control of construction of the continuous rigid frame bridge

    連續剛構橋施工監控中的結構分析方法
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