梁的高度 的英文怎麼說

中文拼音 [liángdegāo]
梁的高度 英文
depth of beam
  • : 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...
  • : 4次方是 The fourth power of 2 is direction
  • : 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...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 高度 : altitudeheightelevation
  1. 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橋發展及其施工工藝,並指出了橋施工控制重要性之後,簡要介紹了工程概況,敘述了炳草崗金沙江大橋監控細則、組織機構及監控主要工作和難點部分;論文核心部分,在介紹了炳草崗金沙江大橋施工控制與監測工作前期實驗工作和施工各工況標、各節段支模標、澆注混凝土后結構計算和其理論計算結果之後,詳細論述了主線形控制方法和內容,實際支模標提出,結構應力監控方法、布點、測讀及其對測讀數據合理分析方法,索力檢測和結構溫監測方法。
  2. From the analysis, some suggestion about joint rigidity design is put forward : 1. joint initial rigidity can be enhanced within the limited range when to increase end - plate thickness ; 2. the rigidity and ultimate moment can be enhanced obviously when to adopt the beam with inclined section or to add axilla at the connections between beam and column ; 3. withm the permissive construction condition, exteriorly extended end - plate inclinedly placed is suggested to be applied firstly ; 4. when the rate of joint rigidity to beam rigidity, that is called, is less than 0. 1, the joints can be regarded as zero - rigidity joints ; on the other hand, if is more than 26, it is rigid connection joints

    採用斜截面並在樑柱交接處局部加腋能明顯提節點剛抗彎能力; 3在允許施工條件下,應優先採用外伸式端板斜放節點,有利於提節點剛,進而提節點抗彎能力; 4節點剛與其連接構件比值0 . 1時,可按鉸接節點設計; 26時,可按剛接節點設計。
  3. One can estimate the length of the stylet sheaths of several cicadellid species feeding on sorghum and clover.

    人們能夠估計那些以和三葉草為食幾種葉蟬類螯針鞘
  4. After that, through discussion about the landscape estimate criterion, the author summarizes it as follows : aspect relation and meaning. then, based on the landscape features of the urban viaduct rail transit along the no. 1 subway in hangzhou, the authors analyzes and summarizes the challenges that we must affront to and comment on the aspect of the styles and colors of the viaduct. at last, from a combined view with city planning, the author puts forward some advice about the improvement on the sculpt and colorific aspects of viaduct

    論文首先分析了架軌道交通景觀特點和空間組合模式;通過討論景觀評價標準,將景觀評價標準總結為外顯、關系、內涵三個方面;然後結合杭州市地鐵一號線工程,從外顯、關系、內涵三個方面分析架軌道交通可能產生景觀影響問題;最後結合城市設計,對橋造型和色彩等方面提出部分改進意見。
  5. Termination of the cables is at a height of 1/6 the span above the girders.

    索端在以上為16跨長。
  6. Finally, by the analysis of the highness of beam - bridge, the most dangerous section and the abutment cons truction of the circular hole castellated beam, the design and calculating method of the beam is given to promote the application of the beam

    最後,通過對圓孔蜂窩、驗算截面以及支座構造措施等分析,總結出圓孔蜂窩設計計算方法,以促進這種設計與應用。
  7. The results of experimental program clearly indicate that significant strengthening of reinforced concrete beams can be realized by bonding cfrp to the tension face of the beaxn, meanwhile the ductibility of beams decreased

    觀察了加固後破壞形式,對破壞形式進行了分析。試驗結果顯示:外貼碳纖維對正截面抗彎能力有明顯提,加固增加而延性降低。
  8. Chemistry provides the bridge between the molecules of inanimate matter and the highly complex molecular architectures and systems which make up living organisms

    化學便在非生命物質分子和組成活體組織復雜分子結構系統間架起一座橋
  9. Then the probably factors which affect the arch in the wall are analyzed through the linear program in which the ratio of the height to the span of the beam is the most

    然後用線彈性程序對可能影響墻拱效應各個因素進行了詳細分析,得出托跨比是影響墻拱效應最主要因素。
  10. Aiming at the right control method of girder the springing quantum of the pc beams, analyzing the major factors which influence the change of girder, establishing control measures, observing and researching through experiment, the thesis make some pilot studies in liuguhe bridge ' s beforehand producing, building up and constructing, which belongs to the eighth contract segment of the beijing to shenyang expressway

    本文主要依託京沈速公路國內段第八合同段六股河大橋30m跨徑預應力混凝土工型預制安裝施工開展研究,分析影響主變化主要因素,制定控制措施,進行試驗觀測研究,從而確定適宜控制方法,較好地控制了主
  11. With the great development of brides with large - scale span in china, the application of superlong and superhigh bridge pile in construction is increasingly popular, so that the bridge - pile buckling analysis ( hereafter abbreviated as bpb analysis ) gradually receives its due importance

    隨著我國大跨速發展,超長、超基樁在工程建設中應用日益廣泛,因此橋基樁屈曲分析也日益受到應有重視。
  12. Based on the analysis of above study and the traditional experience, it concludes systemic pilot method under different conditions and also presents the guarantee measures. the bridge limits the height and breadth of channel, some measures and regulations of the safety management are necessary for the developed dependability

    由於橋架設限制了船舶通航和寬,因此在此提出保障船舶在橋區安全航行應建立各種保障措施和航行安全管理規則等,以提船舶過橋航行安全可靠性。
  13. Termination of the cables is at a height of 16 the span above the girders

    索端在以上為1 6跨長。
  14. Termination of the cables is at a height of 1 / 6 the span above the girders

    索端在以上為1 6跨長。
  15. The floor of the high - rise frame structures is very suppleness when the frame structures subjected to the vertical seismic actions, it is impossible to confirm that each member has the same displacement in the same floor, so it is impossible that the summation of axes stiffness of each vertical member represent the global vertical stiffness of the frame structure

    層建築框架結構在豎向地震作用下,樓板在豎向剛是很小,一般不予考慮,認為相對無限柔性,而也是有限,不可能保證各豎向構件在同一樓層豎向位移相同,因此不能簡單地用各豎向構件軸向剛之和來代表結構總豎向剛
  16. Through the experimental and theoretical analyzing results, the conclusion can be summarized as follows. 1 ) the yielding load and ultimate bearing capacity of the beam are not affected by the value of the load under that load the cfrp sheets were retrofitted, but the value will affect the stiffness of the beam, especially the average tangent stiffness after rebar yielding. 2 ) the stiffness of cracked beams retrofitted with cfrp sheets is larger than that of the normal rc beams

    通過試驗結果分析發現,採用cfrp加固鋼筋混凝土較普通鋼筋混凝土有明顯提,纖維布對承受以抗彎為主構件具有增強剛、控制撓作用;纖維加固時所承受荷載大小,即加固時內已存在彎曲裂縫屈服荷載及極限承載力影響不是很大,但對有較大影響,特別是對縱筋屈服后影響較大。
  17. The more the reinforcing distance increace, the better the improvement is. defection in midspan of beam will minish as the reinforcing distance increasing

    加固距離增加越大承載力提越多,但是會相應減小,加固距離越大,撓減小越多。
  18. For years, our company has been providing quality concrete for the city ' s bridges, buildings, shopping malls … our products have been greatly acknowledged by our users

    多年以來,公司為長沙市架起一座座橋,築就一幢幢樓,建起一座座商廈,提供了優質混凝土產品,得到了廣大用戶評價。
  19. Assembly equipment and assembly method differs as span, weight and installation height of girder

    、重量和安裝不同,適合吊裝機械和吊裝方法亦隨之而異。
  20. In ordinary circumstances, the height of the grid - beam is about the 1 / 16 of the short span

    一般情況下,井字梁的高度約為短向計算跨1 16左右。
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