橋梁測量 的英文怎麼說

中文拼音 [qiáoliángcèliáng]
橋梁測量 英文
bridge 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...
  • 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
  • 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. The program used near elements " vibration displacement to predicate a bridge " s strain when it computed the strain mode of a bridge. to some extent, as solved measuring means to detect structure damage with strain mode approach. the program " s computing result certified that bridge damage " s location and degree could be delected not by the approach of strain mode, but by the curve difference ol " strain mode

    程序人計訃應變模態時采川州鄰單元的模態位移，卅抑橋梁介動載作川十人勺應變棋忐公式，從一定程度卜解決了應變模態方法應川： j 「結構損傷檢測受到傳統應變測量手段制約的難題。
  3. Static load test on pile of bridge and interrelated parameters in stress wave test

    橋梁樁基樁身荷載量測與應力波法測試中的參數
  4. Fabry - perot sensing is a new strain measurement technology with the development of fiber technology at the end of 1980 ， extrinsic fabry - perot interferometer ( efpi ) had become a hot point in the area of " smart structure " in foreign countries since it has the advantage of simple structure and low sensitivity towards temperature. domestic research on fabry - perot sensor is still at the laboratory stage, and there is little report of the application on the smart structure

    光纖法珀應變傳感是80年代末隨著光纖技術的發展而發展起來的一種新型的應變測量技術，其中非本徵型光纖法珀傳感器由於具有結構簡單，溫漂時漂小等優點，非常適合智能結構尤其是橋梁的長期在線應變監測，目前已經成為國外應變傳感技術研究的重點之一。
  5. Bridge construction survey

    橋梁施工測量
  6. The chapter 4 analyzes the measurability indicator that affects auditing quality. resorting to modified opinion indicator and securities market auditing concentration indicator to evaluate chinese cpas " performance

    第四章分析了影響審計質量的測度性指標，藉助了非標準無保留意見和證券市場審計集中度這兩個指標為橋梁來間接觀察審計質量的現狀。
  7. For many years i was self - appointed inspector of snow - storms and rain - storms, and did my duty faithfully ; surveyor, if not of highways, then of forest paths and all across - lot routes, keeping them open, and ravines bridged and passable at all seasons, where the public heel had testified to their utility

    很多年來，我委任我自己為暴風雪與暴風雨的督察員，我忠心稱職；又兼測量員，雖不測量公路，卻測量森林小徑和捷徑，並保它們暢通，我還測量了一年四季都能通行的巖石橋梁，自有大眾的足踵走來，證實它們的便利。
  8. 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
  9. Due to the very good computation efficiency of the wp coefficient, it was concluded that feature index of the wp coefficient node energy can satisfactorily meet the needs of bridge health monitoring

    認為兩種特徵指標的敏感性相差很小，而小波包系數節點能量特徵指標的計算效率更高，更適合橋梁健康監測中損傷特徵提取的要求。
  10. Abstract : this paper introduces bridge section model tests in the wind tunnel. it presents static forces on bridge section models. the effects of bridge fences, isolation belts and different model lengths on static forces are studied. the static and dynamic stabilities of bridge are analyzed. the results show the effect of bridge fence, isolation belts and different model lengths on static forces should be considered in wind load design

    文摘:通過橋梁節段模型風洞試驗測量了橋梁的風力，研究了橋面護欄和隔離帶以及變模型長度對模型風力的影響，並分析了橋的馳振穩定性和顫振穩定性.試驗結果表明：設計試驗方案以及應用試驗結果時應考慮模型長度、橋面護欄及隔離帶的影響
  11. The group provides stainlesssteel and high strength fastener professionally. our manufacturing bases equipped with advanced and comqlete sets of machines and powerful technical force with annual throughput of more than 20 thousand tons. all products are produced under standard of din, ansi / asme, bs, jis, strictly of all kinds of series and specification. our products are widely used in the field such as mechanism, metallurgy, railway, bridge, aviation, architecture, chemical engineer, electronic, furniture, motorcar, etc

    不銹鋼和高強度緊固件是公司的產品特色，製造公司有先進、齊全的生產、檢測設備；有雄厚的技術力量，年生產能力2萬余噸，產品按國標，德、美、英、日等標準製造；品種，規格齊全，產品廣泛用於機械、冶金、鐵路、橋梁、航空、建築、化工、電子、傢具、汽車等領域。
  12. 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。
  13. In fact, hartmann - shack wavefront sensor is affected by the noise of ccd and the constructed error too. in our compare, a bridge is setup, which is the original wavefront composed by zernike polynomial, we transform the original wavefront into far field. then we can compare the accuracy of hartmann - shack wavefront sensor with the accuracy of the system of far field diagnosis in detecting the farfield, using diffraction limit and encircle energy

    我們在進行兩者相互比較的過程中，搭建了一個比較的橋梁，即由zernike多項式組成的各種原始像差波前，將它也變換到遠場作為原始理想遠場光斑，然後，以它的衍射極限和環圍能量曲線作為評價標準，比較hartmann - shack波前傳感器和遠場測量系統在光束質量診斷中的探測精度。
  14. 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。
  15. Consulting criterion and experts ’ experience the grade standards of indexes are listed, and applying grey correlation analysis method to calculate value of the indexes, of which the form is a serial data. the last, an actual bridge uses synthesis evaluation model, of which calculating result is the same as conclusion of the experts. so the bridge condition synthesis evaluation model of this dissertation is relatively in reason ; chapter 3 discusses defects of current bridge condition evaluation methods, and analyzes various factors, which bring bridge degeneration

    參考《公路橋涵養護規范》中的分級標準進行評語量化，最後根據綜合評價模型進行實橋的評價，驗證本文所用方法的合理性;第三章，討論層次分析法建立橋梁評價模型存在的問題，分析影響橋梁退化的各種因素，並給出因素的模糊分級標準，運用模糊綜合評判方法估算橋梁平均退化率，以掌握橋梁的退化狀態，並舉例說明本方法的可行性;第四章，針對橋梁狀態評價具有信息不完全、關系不明確等灰色特性，以及目前我國橋梁管理部門儲備的橋梁數據資料較少的弱點，對橋梁狀態退化趨勢的預測採用灰色預測的方法，並給出了橋梁狀態的灰色馬爾可夫預測模型和非等時距灰色預測模型。
  16. As the first successful experiment which has been conducted in china to test the unsteady aerodynamic forces in wind tunnel, the feasibility of the method is proved through numerous tests and abundant practice

    首次在國內成功實現了在風洞中測試橋梁節段模型顫振導數的強迫振動法，並通過大量的試驗驗證了本測試裝置的可靠性。
  17. The assessment and prediction of damage in bridges is a necessary part in bridge conservation maintenance and technical reconstruction of today, which is also one of the most heated problems that are being discussed by scientists in engineering area and scholars at home and abroad, and along with the increment of old bridges, the problem attracts more attention

    橋梁損傷評估與預測是現有橋梁養護、維修和技術改造的必不可少的重要環節，也是國內外學術界和工程界關注的熱點問題之一，特別是隨著老舊橋梁工程數量的不斷增加，這一問題更加引人注目。
  18. ( 2 ). discuss the factors which cause the bridge ' s deflection and pay more attention on the effect of the variry of cable ' s temperature on the bridge ' s deflection. then to bring forward the need of deflection measurement of the dafosi bridge of changjiang river

    討論了引起大跨度橋梁撓度變形的各種因素，並且著重討論了斜拉索溫度變化引起的橋梁撓度變形，繼而提出了大佛寺長江大橋撓度測量要求。
  19. The research of approach to monitor bridge health state has become a hot spot which social and technologic people have explored through the theory of, dynamics of structures and the lest technology. structure mode parameters ( vibration frequency, mode of vibration and damping ) are the functions of physical property parameters ( mass, rigidity, damping ). the damage of structures certainly leads to the transformation of physical property parameters

    結構模態參數（振動頻率、振型和模態阻尼等）是結構物理特性參數（質量、剛度、阻尼）的函數，結構損傷必然導致結構物理特性的變化，即結構參數發生改變，利用現代的測試技術準確地測出這些參數變化，就可對橋梁損傷狀況進行評估，應變模態方法識別橋梁損傷就是基於這種理論提出的，本文所做的主要工作為： 1
  20. At, present there are a large quantity of bridges in our country, one hand, many old bridges have approached their design lifetime, their components have aged and be damaged, on the other hand, a number of new and large - scale bridges will be built. to assure these bridges " safety and to avoid accidents, we should get on monitor on - line to new bridges, and detect damage and identify reliability to old bridges

    我國橋梁目前現狀是橋梁數量極大，一方面，許多既有橋梁已接近設計壽命，橋梁的老化、損壞現象比較嚴重，另一方面，又有許多新的、大型橋梁結構陸續建成，為保證這些橋梁安全運行、避免嚴重事故發生，需要對新建橋梁進行健康監測、對既有橋梁進行損傷識別和可靠性鑒定。
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