混凝土柱 的英文怎麼說

中文拼音 [húnníngzhù]
混凝土柱 英文
concrete column
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  1. One of the commonest foundations is that for a concrete column or a steel stanchion.

    最常見的地基之一是混凝土柱或鋼支的地基。
  2. The extension will sit on a number of concrete columns above ground level so that the apron area below the building can be retained for use by ground handlers and other aviation - related services

    擴建工程將建立在幾根高出地面的混凝土柱子上,這樣,建築物下面的地面空地可以流出來,供地勤服務人員和其他航空有關服務使用。
  3. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型試件在端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  4. In this test, a special bolt - jack is used to exent of prestressing force to brace angles as the whole structure is under dead - load. in this state brace angles withstand partly load before twice - load and the stress and strain of concrete are decreased. in this way the aim of removal of load and strengthening can be reached

    本試驗中採用專用螺栓千斤頂在恆定荷載水平下對混凝土柱角鋼撐桿施加預壓應力,使外包角鋼在二次受力前即分擔部分荷載,使應力水平和應變水平降低,達到卸載與加固同步進行的目的。
  5. Necessarily, this paper is engaged to research the behavior of reinforced concrete eccentrically loaded column strengthened with cfrp

    本文在廣州市建設科技發展基金項目( 9908 )資助下進行粘貼碳纖維布加固鋼筋混凝土柱的試驗與研究。
  6. The bearing capacity and ductility of eccentrically loaded columns strengthened with cfrp have been researched, based on the test of 9 rc columns

    本文通過9根鋼筋混凝土柱的試驗研究,研究了cfrp加固偏壓后對其承載力和延性的影響。
  7. It restricts the development and application of this technology that a concrete column is strengthened with cfrp. so it is very necessary that the bearing performance of eccentrically loaded column wrapped cfrp is researched

    其限制了cfrp加固混凝土柱技術的推廣和應用,有必要對cfrp加固偏壓的受力性能進行研究。
  8. While many theories concerning damage forecasting were put foreword, a different model of damage forecasting based on fuzzy probability will be presented in this paper. and it is reasonable to describe a variable like weight coefficient with fuzzy theory. in the end, the validity of the model is demonstrated well in the applications of one - storied brick bent frame column factories, one - storied reinforced concrete column factories, multistory masonry buildings

    國內外不少專家學者或研究單位先後提出了各種震害預測方法,本文在此基礎上,利用模糊理論,提出了模糊概率的震害預測模型,其模型能夠把兩類不確定性(一類是隨機上的,另一類是模糊上的)有機結合起來,而且對于權重這樣一個充滿著模糊性的變量,用模糊語言來處理是非常合理的;並應用於對單層磚排架廠房、單層鋼筋混凝土柱廠房以及多層磚房的震害預測,實踐證明此方法是比較精確的。
  9. The truss type steel reinforced concrete column is a normal src style because the contradiction of steel between beams and column can be solved

    在實際運用中為了便於在樑節點處梁鋼筋的穿透,空腹桁架式鋼骨混凝土柱是一種常見的src
  10. The results of the truss type src columns test is analyzed, and the aseismic behavior of src column is deeply studied. with the shaped steel in the column, the bearing capacity is largely increased

    本文研究了空腹桁架式src的試驗結果,對src的抗震性能作了比較深入的探討,結果表明配置角鋼的桁架式空腹鋼骨的勁性混凝土柱,其抗震能力明顯高於鋼筋混凝土柱
  11. On earthquake - resistant behavior of reinforced concrete columns

    鋼筋混凝土柱的抗震性能分析
  12. Steel framed reinforced concrete column

    鋼骨鋼筋混凝土柱
  13. Cap of reinforced concrete column

    鋼筋混凝土柱帽27
  14. Prestressing technic and control of barbed wire steel bar concrete pillar

    刺線網鋼筋混凝土柱預制工藝及質量控制
  15. Discuss the study status and the problem existent of reinforced concrete column

    討論了鋼筋混凝土柱二階效應問題的研究現狀和存在問題。
  16. Investigation on application of continuous carbon fiber sheet to improve ductility of reinforced concrete columns

    應用碳纖維布增強鋼筋混凝土柱抗震能力的研究
  17. Seismic damage prediction for single - story reinforced concrete industrial building based on back propagation neural network

    神經網路的單層鋼筋混凝土柱工業廠房震害預測
  18. ( 2 ) the basic design parameters of reinforced concrete columns are considered as random variables

    ( 2 )採用monte - carlo模擬方法,分析了偏心受壓鋼筋混凝土柱的抗震可靠度。
  19. Computation of symmetrical reinforcement for rectangular cross sectional bi - eccentrically compression reinforced concrete column

    矩形截面雙向偏心受壓鋼筋混凝土柱對稱配筋計算
  20. Quality control of steel skeleton concrete casting

    鋼骨高強混凝土柱受力性能的試驗研究
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