箱型結構 的英文怎麼說

中文拼音 [xiāngxíngjiēgòu]
箱型結構 英文
box-type construction
  • 箱 : 名詞1. （箱子） chest; box; case; trunk 2. （像箱子的東西） anything in the shape of a box
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 箱型 : basket type
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Grease box ; heavy construction

    潤滑油箱.重型結構
  2. Grease box ; light construction

    潤滑油箱.輕型結構
  3. Based on the conceptual considerations and structural design of pingsheng bridge in foshan, the first single tower and single span hybrid girder self - anchored suspension bridge in the world, the original technical achievements of the bridge, such as those of the integral bridge tower and separated stiffening girders, the stiffening hybrid girders, structural types of steel - concrete girder joint parts, steel box girder incremental launching and hanger adjustment, are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well

    摘要通過世界上首座獨塔單跨混合梁自錨式懸索橋佛山平勝大橋的方案構思及結構設計，介紹了其採用的整體橋塔分離式加勁梁橋型結構、混合加勁梁、鋼混凝土結合段構造型式、鋼箱梁頂推技術、吊索調索技術等原創性工程技術成果，綜述了自錨式懸索橋設計的關鍵和創新技術。
  4. Welded sturdy box construction, using heavy - gauge steel plates for ruggedness. d - section frame for resistance to deformation

    箱式結構全焊接平臺，採用高強度結構鋼板，適應惡劣工況的工作需要。 d型截面的平行圍邊減小了變形。
  5. Comparing with concrete box - girder structure, there are many advantages such as structural material, behavior, construction, economic benefit and so on. whereas as a new structure, spatial truss structure of concrete filled steel tube still has much questions which need be dealt with

    這種結構與混凝土箱梁結構相比，在結構材料、受力性能、施工和經濟效益等方面具有顯著優勢，但作為一種新的橋型結構，還有許多問題有待解決。
  6. 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。
  7. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元計算軟體algor ，並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型，相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況，並用模型進行了應力和變形的計算，計算各工況荷載作用於吊箱全結構箱體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形，並對比吊箱圍堰板面計算變形和施工實測變形，結果是吻合的；對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了計算分析；論文研究工作表明，應用組合有限元方法計算大型施工結構問題具有現實意義。
  8. Based on the elastic thin plate theory, a box structure is divided into six mutually constrained thin plates with four sides simply - supported

    摘要從彈性薄板理論出發，將箱型結構分為六塊相互約束的簡支薄板。
  9. This paper describes the application of semi - circular breakwater at home and abroad and the design innovation and optimization of semi - circular jetty in yangtze estuary deepwater channel regulation project, esp. the design of estuary jetty structure using semi - circular floating caissons ; a new calculation method for wave forces acting on the submerged semi - circular estuary jetty and the optimization design method for semi - circular structures are recommended

    摘要介紹半圓型防波堤和河口導堤在國內外的應用概況及在長江口深水航道治理工程中對半圓型導堤的設計創新和優化半圓型浮式沉箱的導堤結構型式，提出堤頂淹沒情況下半圓型導堤波浪力的計算方法以及半圓型結構的優化設計方法等。
  10. Caisson - cylindrical foundation structure is a new type of structure for breakwaters developed successfully in recent years

    摘要箱筒型結構是近年來開發成功的一種新型防波堤基礎結構。
  11. According to compatible relationships of the rotation angles on the boundaries of rectangle thin plates, the unknown bending moment of each plate is obtained, so the analytic results of the box structure under random loads can be evaluated

    通過板與板的邊界轉角協調分析，求解出每塊板四邊所受的分佈彎矩，從而得到任意荷載作用下箱型結構的解析解。
  12. Finally according to the load - capacity superposition concept, a simplified design equation for determination of the load capacity of circular composite columns with h - shaped and box - shaped structural steel is proposed. through comparison with the accurate computer - based method, it is found that the proposed simplified equation is accurate enough and can meet the requirement of practical applications

    同時基於承載力疊加的概念，提出了配置工字型和箱型結構鋼的圓形截面組合柱在單向和雙向偏壓荷載下的承載力簡化計算公式，通過與精確的計算機數值迭代方法的比較發現，當荷載偏心較小時該簡化計算公式具有足夠的準確度，能夠滿足工程應用的要求。
  13. Several works are included in the second part. first, the four - node degenerated shell element is adopted to simulate the nonlinear structural behavior

    在論文的第二部分，筆者進行了混凝土板、殼及箱型結構非線性有限元分析的研究。
  14. Stress intensity factors of surface cracks in a box structure by sub - modeling technology of finite element

    有限元子模型法計算箱形結構表面裂紋應力強度因子
  15. Abstract : the shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storey " s construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency

    文摘:協莊礦副立井井塔為現澆鋼筋混凝土箱形結構，採用滑一澆一工藝進行煤礦井塔施工，施工順序為塔壁逐層滑升，梁板逐層跟進，施工中利用井塔屋面輕型網架結構作為滑模輔助操作平臺，同步滑升，取得了較好的綜合經濟效益和社會效益。
  16. The shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storeys construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency

    協莊礦副立井井塔為現澆鋼筋混凝土箱形結構，採用滑一澆一工藝進行煤礦井塔施工，施工順序為塔壁逐層滑升，梁板逐層跟進，施工中利用井塔屋面輕型網架結構作為滑模輔助操作平臺，同步滑升，取得了較好的綜合經濟效益和社會效益。
  17. First, the constitutive model of concrete based on micropiane theory is studied and the constitutive behaviors of high - strength concrete and steel fiber reinforced concrete are described. second, the material nonlinear finite element analysis program of concrete plate, shell and box - section structures is developed. third, the sttuctural behaviors of test beams are simulated by the program developed by the aathol in the first part, the constitutive model of concrete, a key matter of material nonlinear finite element analysis of concrete structure, is studied

    作為整個課題的組成部分，筆者的博士論文中進行了以下幾個方面的研究： （ 1 ）基於微平面理論的混凝土本構模型的研究和基於該理論的高強混凝土與鋼纖維混凝土本構行為的描述； （ 2 ）混凝土板、殼及箱型結構非線性有限元分析的研究； （ 3 ）預應力高強混凝土變截面箱型連續梁結構行為的數值模擬。
  18. Because there are a lot of box - type substations proposals, for different substation, the customer requirements are different. the typical layout of intelligent box - type substation is also introduced. based on the practical situation, the design for yaoshan lokv box - type substation, yunnan, is presented

    由於箱式變電站的方案很多，對于不同的變電站，客戶要求也不一樣，所以本文對智能型箱式開關站的典型結構方案也給予了一定篇幅的介紹，並結合實際情況，對雲南瑤山10kv箱式開關站的設計過程給予了介紹，最後對智能型箱式開關站作了性能分析。
  19. By using the structural analysis program ansys, seven finite elements models based on three long - span cable - stayed bridges " box girder with different lengths and dimensions have been built up, and the triaxial stress of them are analyzed

    利用大型結構有限元分析程序ansys ，對三座大跨度斜拉橋不同長度、不同尺寸的箱形主梁建立了七個有限元模型，並對其進行了空間應力分析。
  20. Furthermore, and more important, in those studies, the constitutive model of concrete is comparatively simple

    最後，筆者建立了適合於預應力箱型結構的計算模型與計算方法。
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