重橋 的英文怎麼說

中文拼音 [zhòngqiáo]
重橋 英文
shigehashi
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  1. Control of gravity abutment temperature crevice

    力式臺溫度裂縫控制
  2. The thesis has summarized the development of the oblique - pull bridge, its construction technology and the importance of bridge construction control, then has introduced project general situation, and has narrated detailed regulation, organization construction, the major work and difficult part of this bridge construction control. the following is the key part of this thesis, firstly, it has introduced the experiment work of early stage, structural calculation and its theoretical result : the absolute altitude of each operating mode, the absolute altitude of building mould in each section and the absolute altitude after pouring concrete ; then, it has discussed the method and content of the line shape control of the main beam, actual absolute altitude of building mould is put forward, and it has described the method of structural stress monitoring, how to arrange measure point and collect data, and how to analyze data. it has also narrated the method of rope force detection and structural temperature inspection

    本論文在總結了斜拉的發展及其施工工藝,並指出了梁施工控制的要性之後,簡要的介紹了工程概況,敘述了炳草崗金沙江大監控細則、組織機構及監控的主要工作和難點部分;論文的核心部分,在介紹了炳草崗金沙江大施工控制與監測工作的前期實驗工作和施工各工況標高、各節段支模標高、澆注混凝土后的標高的結構計算和其理論計算結果之後,詳細論述了主梁的標高線形控制方法和內容,實際支模標高的提出,結構應力監控的方法、布點、測讀及其對測讀數據的合理分析方法,索力檢測和結構溫度監測的方法。
  3. It has been demonstrated that complement activating and cr2 cross - linking on b lymphocytes set up a bridge between innate and acquired immunity. the interaction of c3 and cd21 on b lymphocytes will benefit initiating immune response and regulating primary antibody response. cd21 / cd35 is important in the process of antibody avidity maturing, this is critical to b lymphocyte activation especially in the state of low antigen concentration

    現己證實補體的活化以及b細胞表面crz的交聯在先天和獲得性免疫之間架起了要的梁,表現為c3與b細胞cdzi的相互作用有利於啟動抗體應答反應,並對初級抗體應答反應有調節作用: cdzi cd35對于抗體的親和性成熟具有要作用,在抗原濃度低的情況下,對于活化b細胞是至關要的,而且mlgm (交聯有利於特異的低親和性b細胞對t細胞依賴性抗原和t細胞非依賴性抗原產生免疫應答。
  4. Cross legs vascular anastomosed flap transplantation for severe injury of lower extremities

    式交叉吻合血管的皮瓣移植修復下肢嚴毀損傷
  5. Destabilization style of an arcuated built - up system bridge, influence of nonconservative force of hanger rods, comparative between stress value in construction stage and stress value in finished bridge stage, stability coefficients in bridge code, these are discussed deep

    對失穩類型、橫撐在穩定中所起的作用、吊桿非保向力的作用以及施工階段的應力和成階段應力的比較、規范中穩定安全系數的規定進行探討。
  6. The paper is based on an arcuated built - up system bridge - zhongshan no. one bridge to be built in guangzhou, adopts the large universal finite element programme ansys, takes spatial action among members into account, establishes a three - dimension finite element model, and discusses the following several aspects : firstly, when three - dimensional finite model of a complicated bridge is founded, a beam - lattice method is a kind of applied and effective spatial analysis method, which is used to analyze superstructures of a bridge

    本文以廣州市中山一為背景,採用大型通用有限元程序ansys ,考慮構件間的空間相互作用,建立了三維的有限元模型,點對以下幾個方面進行深入探討:首先,在對復雜的梁結構進行三維的有限元模型建立時,梁格法是分析樑上部結構比較實用而且有效的空間分析方法。
  7. During construction of donghai bridge of yangshan deep - water port, bedrock bench mark, which is an important surveying datum mark, played an important part in control survey and elevation transmission

    摘要基巖標是要的測量基準設施,在洋山深水港東海大的工程建設中發揮了控制測量與高程傳遞的要作用。
  8. The manufacturing process of one beam bridge crane

    單梁式起機的製造工藝
  9. Fatigue mechanism of girder of bridge crane

    式起機主梁結構疲勞機理分析
  10. Traveling trouble of bridge crane and its improvement measures

    式起機行走故障及其改善措施
  11. Slow - speed bridge crane

    慢速式起
  12. Specification for cabins of overhead travelling cranes and portal bridge cranes for general purposes

    通用式和門式起機司機室技術條件
  13. ; 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,對連續剛構懸臂澆築掛籃施工中載輕型的發展趨勢進行了展望,提出了一種用於解決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。
  14. To demolish the key bridges, freight yards, and main rail arteries of france would inevitably result in casualties among the french population.

    破壞法國梁、飛機場、及主要鐵道干線,勢必傷害法國人民。
  15. Those of multi - span, middle - length ( about 25 - 40 metres ) are of large percentage among advanced bridges. simply - supported girder bridges with continuous decks are inferior to those of continuous girders because their decks crack easily. owing to the complex construction of continuous girder bridges, which is laboursome and time - consuming, people have been thinking about an approach to combining the advantages of the two so as to speed up the building and reduce the work procedures

    在高等級公路梁中,多孔中等跨徑(跨徑在25 40米左右)的梁占很大的比面連續的簡支梁結構體系由於存在面容易開裂等缺點而在與連續梁結構體系的競爭中常常處于下風。
  16. A new kind of theory and calculating method which is suitable to cable supported bridges was developed in this paper. cable element can include the structure ' s geometry nonlinearity and initial stress, virtual laminated element has high calculating efficiency and good precision. dimensions of lsctb was put forward based on conclusions of optimum analysis

    推導了適合纜索承重橋梁的纜索單元;引入虛擬單元理論,提出適用於大跨纜索承重橋梁鋼箱梁的一種新方法?虛擬層合板單元法,該單元具有計算效率高,可以模擬復雜結構並滿足工程需要等諸多優越性。
  17. Then, taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab, the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform, the curve of man ' s acceleration versus time, the vertical force between the vehicle and road versus time, the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got, and the program about the calculating progress above are edited. based on the analysis above, the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle, the differential slope of the bridge slab and the length of the approach slab, are studied, and some conclusion are given

    分上和下兩種情況,考慮車路耦合和面沉降坡差的影響,對車輛通過設和不設搭板的路過渡段時「人?車?路」系統的相互作用用拉普拉斯變換法進行了動力響應分析,得到了人的加速度及路面對車的垂直作用力隨時間的變化曲線、人的加速度最大瞬態振動值和路面對車的最大作用力,分析了車輛的行進方向、速度和載面沉降坡差和搭板長度等車和路各參數對計算結果的影響,並編制了相應的計算程序。
  18. Connected with jr tokyo station, subway tokyo station, otemachi line, nijubashimae station

    與jr東京站、地鐵東京站、大手町站和二重橋站相連接
  19. This morning visit meiji jingu, imperial palace and tasaki pearl gallery. after lunch proceed to asakusa and shinjuku. enjoy japanese shabu shabu dinner this evening

    明治神宮參觀,隨後到日本天皇居住的皇宮二重橋御花園參觀,再到田畸珍珠館。
  20. From the tokyo metro chiyoda line nijubashimae, about 5 minutes walk, from yurakucho line sakuradamon, about 5 minutes walk or from jr tokyo marunouchigawa, about 7 minutes walk

    東京地鐵千代田線二重橋前站步行約5分鐘;由有樂町線櫻田門站步行約5分鐘;或者由jr東京站丸之內方面步行約7分鐘
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