橋荷載 的英文怎麼說

中文拼音 [qiáohézǎi]
橋荷載 英文
load on bridge
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 載Ⅰ名詞（年） year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  1. Analysis on dead load and dynamical load test on third bridge of yiyang zijiang river

    益陽資江三橋靜動力荷載試驗分析
  2. It calculate 60 driving speed kilometers / hour, it design 30 kilometers of speed of deck bridges road, ground of offices / hour, road calculate and load type standard cars standard bzz - 100s, iron do distance to city one for new urban north and southses by mountain path by road surface structure, calculation 40 driving speed kilometer / hour

    計算行車速度60公里/小時，跨線橋處地面道路設計車速30公里/小時，道路路面結構計算荷載標準bzz - 100型標準車，鐵山路為新城區南北向城市次幹路，計算行車速度40公里/小時。
  3. Based on the destructive test of certain old pre - stressed concrete hollow slab after structural strengthening by cfs, the destructive mechanism and ultimate bearing capacity of old pre - stressed hollow slab after structural strengthening is being researched, which is useful for the strengthening design of old bridge and solvating of single slab problem

    摘要通過某已使用10年的舊橋預應力混凝土空心板受拉區碳纖維布加固后的破壞荷載試驗研究，對受拉區加固后的舊橋預應力混凝土空心板的破壞機理、變形性能及極限承載能力等進行了研究，為舊橋預應力混凝土空心板的加固設計及單板受力問題的分析解決提供了試驗依據。
  4. Static and dynamic test of open spandrel rigid - framed arch bridge under vehicle loading

    空腹式剛架拱橋的車輛荷載靜動力試驗
  5. With the improvement of loading grade and extension of service year, the structural disease in bridge increases continuously. as a result, the loading capacity of bridge degrades gradually and the function of service deteriorates year by year

    隨著交通荷載等級的不斷提高，橋梁服役年限的不斷延長，橋梁結構的病害不斷增多，橋梁結構的承載力不斷降低，使用性能逐年惡化。
  6. Eurocode 1. actions on structures - traffic loads on bridges

    歐洲法規1 .對建築物的作用.橋上的交通荷載
  7. The system reliability analysis method of arch - bridge is presented based on the failure model of arch rib, which is the most important failure model of arch - bridge. the control sections of arch rib in the analysis of bearing capacity reliability are determined according to the " five - spot coincidence method ", which is often used in arch - bridge design with chinese code

    針對拱式橋結構體系中的主要受力構件?拱肋進行分析，借鑒拱橋設計中的「五點重合法」確定研究截面，進而根據該截面的不利情況確定荷載布置型式。
  8. The representative failure models of arch rib are searched and the rib section resistances are calculated by incremental method and disadvantage loading in the control sections. the structure reliability assessment index on bearing capacity of the arch - bridge is calculated by the function of bearing capacity reliability, structure resistance probability model, load action effect probability model and jc method

    對每種荷載布置型式，採用荷載增量法進行拱橋結構失效模式的尋找和截面抗力的計算，給出其承載力可靠度功能函數，推導功能函數中結構抗力和作用效應概率模型，並利用改進的一次二階矩法計算在用拱橋承載力可靠度指標評估值。
  9. The result indicates that, after the bridge built, the stress change around major bridge pier is the greatest, and the effect to the stability of slope is also the greatest

    研究表明：橋荷載施加后，主橋墩處的應力改變最顯著，對斜坡穩定性影響較大。
  10. The safety load - carrying ability and the using conditions of the whole structure of the bridge could be estimated according to its actual working conditions under dynamic load

    了解該橋在動力荷載下的實際工作狀態，判斷該橋整體結構的安全承載能力和使用條件。
  11. Based on the study of the engineering geological conditions, using fem method to calculate the baseground stress distribution of bridge pier and analysis the stability of slope under different conditions, such as, reset condition, under the bridge load and affected by the changing reservoir water level

    在對橋址區工程地質條件研究的基礎上，採用有限元法方法計算了橋荷載施加前後及水庫水位變動情況下橋址區斜坡應力分佈特徵，並對斜坡穩定性進行了分析。
  12. A calculation method for transverse load distribution of skew bridge with parallel beams

    多梁式斜梁橋荷載橫向分佈計算的方法
  13. Lateral load distribution factors of three lines railway load on a box girder bridge

    三線鐵路荷載作用下箱梁橋荷載橫向分佈系數
  14. The simplified method of load lateral distribution of curved beam bridge with non - radial bearings

    非徑向支承彎梁橋荷載橫向分佈的簡化計算
  15. After the calculation of transverse - distributing load, the vibration model of bridge is established

    以關于梁橋荷載橫向分佈計算為基礎，建立橋梁的振動模型。
  16. Secondly, the load action theory probability model of beam - bridge is researched in this dissertation, and also the load action effect theory probability model

    其次，研究梁橋荷載作用及作用效應理論概率模型。
  17. Load test and analysis on a bridge on national highway no

    105國道某大橋荷載試驗及分析
  18. Study on the load test of luocun bridge

    羅村大橋荷載試驗研究
  19. This simplified calculation formula was evaluated by the load trial and finite element method

    通過箱梁橋荷載試驗和有限元法對提出簡化公式的合理性進行了初步的驗證。
  20. The author designed, made, processed and tested to the plexiglass model and the bridge. then author calculated and analyzed the results, as a result of the computer programs bsas, sap, qjx and nastran. the author researched the force characteristics and structural behavior of large - span prestressed concrete bridges with continuous rigid frame structure, used the advanced theory and technology, materials, arts and crafts to resolve the practical matters in design and construction, to optimize structure, and to provide credible technical data for the design and construction and maintenance of bridges

    本文以吉林省九站松花江特大橋為研究對象，通過有機玻璃模型的設計製作及加工和試驗，以及對已竣工通車的實橋荷載試驗，利用計算機程序bsas 、 sap 、 qjx及nastran等程序進行理論計算和綜合對比分析，探討大跨徑預應力砼連續剛構橋的力學特點和使用性能，運用先進的理論、技術、材料、工藝等來解決設計和施工中存在的實際問題，優化結構，並為橋梁的設計、施工及使用維護等提供可靠的技術資料。
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