橋梁施工測量 的英文怎麼說

中文拼音 [qiáoliángshīgōngcèliáng]
橋梁施工測量 英文
bridge construction survey
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 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...
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 測 : 動詞1. （測量） survey; fathom; measure 2. （測度; 推測） conjecture; infer
  • 量 : 量動1. （度量） measure 2. （估量） estimate; size up
  • 橋梁 : bridge; approach
  • 施工 : be in the process of construction; be under construction; build; construction
  • 測量 : measure; survey; gauge; meter; measurement; measuring; surveying; mensuration; metering; gauging;...
  1. In the segment precasting, cantilever erection and bridge deck construction during the paksey bridge construction, the precise surveying control results in the minimum error between the bridge deck line and the designed line

    摘要在paksey大橋的施工過程中，對節段梁的預制、節段梁的懸臂拼裝以及橋面體系的施工進行了精密的測量控制，從而使橋面線形與設計線形的誤差最小。
  2. Bridge construction survey

    橋梁施工測量
  3. Construction, management and monitoring of suspension girder of bridge over liao river on tianzhuangtai

    田莊臺遼河公路大橋懸澆梁施工測量監測
  4. This paper collects a lot of rare original material and date. the methods it put forward assume commonality towards common curved girder bridges and have great referential value

    本論文附了大量珍貴的原始資料和數據，所闡述的監測方法對于曲線梁橋具有通用性，對一般橋梁加固的施工控制具有重要的參考價值。
  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. According to the design theory of the cable - stayed bridge and to the feature of the cantilever construction the authors propose a construction control method called optimum completion state method ( ocsm ) for rc cable - stayed bridges in the proposed method, the optimum completion state is regarded as the final target of the construction control, and the optimum construction state at each construction stage is taken as the technical route the key of the method is to properly choose or adjust the cable forces the objectives function of optimization is to minimize the elevation error of the girder under the constraint condition that the internal forces ( bending moments ) of the girder are bounded the optimization variables are the cable forces on the basis of the above principles, a optimum model for a construction step is established and cable force adjustments can be found for each construction step in this model, the creep and shrinkage effects of concrete have been considered a bridge example is given which shows that the final state of the bridge is very close to the design aim and that this method is much better than the so - called double - control method the example is a good illustration of the soundness and practical value of the proposed method

    根據現代斜拉橋結構設計理論和懸臂施工方法的特點，提出了以最佳成橋狀態作為施工控制的最終目標，以實施最佳施工階段為技術路線，以索力調整為核心內容的斜拉橋施工控制理論，簡稱為最佳成橋狀態法；以斜拉橋主梁標高誤差最小為目標函數，以主梁內力（彎矩）為約束條件，以索力為優化變量，建立了最佳施工階段的索力調整計算模型；推導了考慮徐變收縮效應的索力調整計算公式；用最佳成橋狀態法對一實橋工程進行了施工控制全過程計算研究，得到的成橋狀態與設計目標相當接近，優于該橋以「雙控」為控制目標的實測結果，有力地證明了本文方法的正確性及其工程實際價值
  7. According to runyang bridge engineering, the oop technology is used to designing and developing runyang bridge safety monitoring assist decision - making system. the system makes the setting out surveying and safety monitoring of lower part structure runyang bridge realize intelligence data management, information analysis and assist decision - making. bridge management with reliable base is provided and the bridge construction qualities and safety status can be judged and decided

    從潤揚大橋工程實際出發，利用面向對象的程序開發技術，設計並研製了潤揚大橋安全監控輔助決策系統，使潤揚大橋工程的施工測量和下部結構安全監測實現智能的數據管理、信息分析和輔助決策，該系統能為管理部門對橋梁的施工質量和安全狀況作出評判為輔助決策提供參考依據。
  8. Gm ( 1, h ) model, considering the temperature variation influence on long cantilever girder, is proposed to solve the fitting and predication problem of flexbility deformation for the first time. after the applications, it shows higher precision and wider application prospect in small quantity data condition. the model would be popularized for cable - stayed bridge and continuous beam bridge

    本文首次提出使用gm （ 1 ， h ）模型，解決考慮溫度影響時長懸臂梁體撓度值的擬合與預測問題，從實際的計算結果來看，該方法應用於少數據量情況下樑體撓度值的擬合與預測，具有較高的精度和較廣的應用前景，可推廣到斜拉橋和連續梁橋施工撓度的預測計算中。
  9. With the help of graphical user interfaces ( gui ) of matlab software, the paper built ann, imports the sample vector, and trains the bridge construction ann, thus makes the forecast function in the bridge construction into reality

    藉助matalab圖形用戶界面，構建神經網路，完成對樣本矢量的輸入，以及對橋梁施工監控網路的訓練，進而實現了對實橋施工過程的預測功能。
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