梁高 的英文怎麼說

中文拼音 [liánggāo]
梁高 英文
deck-molding （of beam）
  • 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...
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  1. Presently it is widely used in ship building, bridges, high - rise building etc steel structure welding

    目前已廣泛應用在造船業、橋梁、高層建築等鋼結構的焊接中。
  2. According to engineering practice during the construction of wangliang highway, the characteristic of ordinary deposit layer and terrane landslide in project construction is very detaily analyzed in the paper

    根據萬梁高速路建設中的滑坡工程實踐，論文對工程建設中常見的堆積層滑坡和巖層滑坡的特徵做了詳盡的闡述和分析。
  3. Also, the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors. firstly, the article introduced the calculative methods and theory of local stress and strain of bridge structure. then program software system of finite element method was introduced. after that, the influential factors to the calculatial result and their values were analysed and suggested

    本文首先介紹了橋梁結構局部應力應變計算理論和方法，對有限元計算程序進行了介紹，然後分析了縱橫隔板設置、梁高及梁寬變化等因素對鋼箱梁橋面板在恆載作用下的橫向撓度的影響，並將這些計算結果進行對照分析，從而找出了影響橋面板橫向撓度的主要影響因素，並得出了相應的數值可供工程實踐參考。
  4. Based on project example, the article presents the construction stress computation process of hydraulic creep form in the construction of high bridge pier, the construction stress analysis has applied successfully in the project practice and can be referred in the similar special structure construction

    本文基於工程實例，給出了橋梁高墩身施工選用液壓自爬模完整的施工受力計算過程，且已成功地應用於工程實踐，可供類似特種結構施工參考。
  5. Equipment disposition : the standard disposition is single raodway, special components such as double roadway girden frame, high resistance stress frame of triangular bridge type can be used

    器材配置：標準配置為單車道，可選配雙車道橫梁、高抗剪架等專用構件。
  6. The author redesigned the common concrete beams and carried out a comparative analysis to the existing beams according to the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( jtj023 - 85 ), the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( informal version for advices ) and relevant rules of its matching stipulations, light aggregate concrete bridge technology stipulations ( ( informal version for advices ) and on the basis of prestressed concrete theory. the thesis emphasized on the research of the variation of the concrete, prestressing tendon quantities, their spans, beams " height and their rigidity of both the designed beams and the existing beams, and obtained the quantitative results from above research

    採用hslc置換梁體中的普通混凝土，並運用預應力混凝土理論，依據《公路鋼筋混凝土及預應力混凝土橋涵設計規范》 （ jtj023 - 85 ） ， 《公路鋼筋混凝土及預應力混凝土橋涵設計規范》 （徵求意見稿）和與之配套編制的《輕骨料混凝土橋梁技術規程》 （徵求意見稿）的有關規定，對上述普通混凝土梁進行了重新設計並與既有梁進行了對比分析，得出了設計梁與既有梁在混凝土及預應力筋用量、跨度、梁高以及剛度等方面的變化情況，得到了定量結果。
  7. The variable-depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities.

    梁高是變化的，在橋墩處為4.96米，在跨中和端部為1.83米。
  8. Decision on height of stiffened girder of suspension bridges based on performance of aerodynamic stability

    基於顫振穩定性的懸索橋加勁梁梁高的確定
  9. The variable - depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities

    梁高是變化的，在橋墩處為4 . 96米，在跨中和端部為1 . 83米。
  10. The proposed model is compared with experimental beams in the midspan cross - section deflections, strain distribution and the slip of supporting points

    為驗證有限單元法的正確性，對試驗梁進行了跨中撓度、沿梁高應變分佈及梁端滑移的計算分析。
  11. As is well known, the effective width depends on several factors, such as the cross - section width, the height of web, the spacing of span and so on. we can conclude that width / span ratio ( overhang width / span and central width / span ) is the governing factor of the effective width

    影響箱形截面樑上翼緣有效寬度的因素很多，如上翼緣寬度、梁高、跨度以及結構體系等，通過大量計算表明寬跨比[翼緣部分寬度、箱室部分寬度與跨度的比值]是有效寬度的控制影響因素。
  12. By measuring the temperature of temperature - feeling machine of pre depositing in the box sections, i can get the varying temperature data of different time in box sections, then make use of these temperature test datas, figure out the variety regulation of temperature distribution along the high direction in box section with the nerve network method, then i get temperature fields of box section along the high direction

    3 、採用現場實測的方法，通過測量預埋在箱梁截面的溫度傳感器，得到不同時刻箱梁截面的溫度變化數據，然後利用這些溫度測試數據，用回歸分析的方法擬合出沿梁高方向的溫度分佈規律，從而得到箱梁梁高方向的溫度場。
  13. The difference between axial compressive capacity of beam - column joints and that of columns is introduced when joints are strengthened by various measures. influence of shapes, spiral hoops and ratio of beam depth to side dimension of square column upon axial compressive capacity of beam - column joints is discussed. then economy and security of the relative article in current code are demonstrated and the design recommendations of beam - column joints are given

    本文通過6個不同強度等級混凝土樑柱節點試驗，了解在不同的加強措施情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了角鋼、螺旋箍筋及梁高與柱截面尺寸的比值h c對節點區軸心抗壓承載性能的影響，驗證了我國現行規范有關條款的安全性和經濟性，並且在此基礎上，為不同強度等級混凝土樑柱節點的設計提出了相關建議。
  14. The contents include : based on the previous research and the data of experimentations, the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution, and calculates the temperature stress of rigid - framed arch bridge by the fem. the temperature effects of bridge structure by annual and sunlight temperature difference are discussed, it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear. with the comparison between the temperature effects of different position of bridge, the results show that where the section of bridge is small, the temperature stress of it is large

    本文主要包括以下內容：從理論上研究並結合實測資料發展了一種比較理想的半經驗溫度場非線性分佈公式，並將有限元方法應用於剛架拱橋結構溫度應力的計算中，對橋梁結構進行整體溫度應力分析；討論了年溫差和日照溫差引起的橋梁結構的溫度效應，表明年溫差引起的溫度效應較小，而日照溫差引起的溫度應力較大且沿梁高呈非線性分佈；分析比較了橋梁結構各個部位的溫度效應的大小，可知截面越小溫度拉應力越大，受力越不利；並對箱梁結構由於構造不同引起的縱向與橫向的溫度效應大小進行了探討，發現在頂板下緣也會出現相當大的溫度拉應力，並且梗腋的存在反而增加了頂板底部的溫度拉應力；還對幾種相近的剛構式橋型的溫度效應進行了分析對比，總結了這些橋型針對溫度效應的優劣，並提出相應的針對性措施。
  15. The shenzhen rainbow bridge is near to the northern railway station, which has big cut bag to span over twenty - nine tracks. arch bridge structure, which has a widely application these years, is taken considering of the bridge height limitation and the site used in downtown. the girder of the bridge is constructed with composite structure of steel and folding concrete slab

    深圳市彩虹大橋地處深圳火車北站，需跨越29股火車軌道，跨徑大，又處於市中心，對橋梁的梁高有所限制，經研究分析，採用近年來廣泛應用的鋼管混凝土拱橋橋型，梁體採用鋼- -混凝土疊合板組合梁組合結構。
  16. Have properties of standing high temperature and pressure, waterproof, antisepsis, preventing aging. they are convenient for cutting and making model. they can be used many times repetitively and are first selecting material in constructing bridge, building, nuclear power station and architecture industry

    耐高溫高壓超強防水防腐防老化，便於切割做模，能多次重復使用，是橋梁高樓大廈核電站和建築行業混凝土施工的首選材料。
  17. The company possesses advanced technology and professional equipments, which forms the force at the core of completing large - scale bridges and roads with high speed and quality

    公司擁有先進的施工技術工藝和性能優良的成套專業設備，形成企業的核心力量- -高速度、高質量地完成大型橋梁、高等級公路、大型隧道的施工能力。
  18. So the quantitative ordering of the control plans for an unstable slope becomes possible. finally, foregoing systems are integrated into the assistant decision system of slope engineering to improve the intelligentizing degree of evaluation and decision and the

    最後，本文將前述研究成果集成，開發出了邊坡工程輔助決策系統，提高了邊坡工程評價與決策的智能化程度，並將該系統應用到萬梁高速公路的邊坡穩定性評價和治理方案輔助決策中。
  19. The application of bridge high - performance concrete

    橋梁高性能混凝土應用
  20. Bridges, high - rise buildings, underground structures, tunnels, retaining structures for deep excavations

    橋梁高層建築地下結構物隧道深開挖擋土結構
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