鋼筋混凝土柱 的英文怎麼說

中文拼音 [gāngjīnhúnníngtǔzhù]
鋼筋混凝土柱 英文
reinforced column
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 筋 : 名詞1 （肌的舊稱） muscle2 [口語] （肌腱或骨頭的韌帶） tendon; sinew 3 [口語] （可以看見的皮下靜...
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 鋼筋 : concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing ste...
  • 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. 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。
  2. 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加固偏壓柱后對其承載力和延性的影響。
  3. 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柱廠房、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。
  4. 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柱的試驗結果，對src柱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。
  5. On earthquake - resistant behavior of reinforced concrete columns

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

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

    鋼筋混凝土柱帽27
  8. 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
  9. 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。
  10. 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
  11. 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
  12. ( 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。
  13. 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
  14. If the columns are disabled, the whole structure will collapse or overturn. in addition, the research on fire resistance of reinforced concrete columns provide the foundation for study on other rising combined columns such as concrete filled steel tubular columns and steel reinforced concrete columns

    另外，鋼筋混凝土柱的抗火性能的研究也能為鋼管混凝土柱、鋼骨混凝土柱等其它新型組合結構柱的抗火性能的研究打下堅實的基礎。
  15. Full - range of loading to the reinforced concrete columns with reinforced concrete cover during second stage of loading is analyzed by computer - test nonlinear developed in the text, in consideration of the condition that they are not unloaded or partly unloaded. based on the analysis, a simplified method is put forward in the paper to calculate the load capacity of cross - section of axially and eccentrically compressive rc columns with reinforced concrete cover. a theoretical calculation method is given to the practical engineering

    本文針對實際工程中經常採用的外包鋼筋混凝土加固鋼筋混凝土柱的加固方法，考慮到實際加固工程是在不卸載或部分卸載情況下進行，利用計算機對外包鋼筋混凝土加固柱二次受力后進行非線性全過程分析，在此基礎上提出外包鋼筋混凝土加固柱軸心受壓和偏心受壓正截面承載力的簡化計算公式，為實際工程中外包鋼筋混凝土加固柱的結構設計提供了理論計算方法。
  16. Therefore, the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam, the bent frame system of solid - web steel column and open - web steel pipe truss, as well as the system of rc column and open - web steel pipe truss

    因此對中小型單層廠房中實腹式鋼柱加實腹式鋼板梁排架體系，實腹式鋼柱加空腹鋼管桁架排架體系以及鋼筋混凝土柱加空腹鋼管桁架排架體系與輕鋼門式剛架進行了綜合比較。
  17. Based on the analysis of the experiment results, it is regarded that the seismic behavior of the truss src columns is higher than those of rc columns. the steel requirements, the crosswise rod dimension and the welding quantity are the main factor, which influence on the truss type src columns

    通過對試驗結果的分析，認為配置角鋼桁架式空腹鋼骨的鋼骨混凝土柱的抗震能力明顯高於鋼筋混凝土柱，配鋼率和斜腹桿的大小與焊接質量是影響桁架式空腹鋼骨的鋼骨混凝土柱的主要因素。
  18. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象，沿用王小平博士的簡化計算模型，對18m 、 30m跨波紋拱兩端不同支座形式（鉸支、固支和彈性支座）分別利用有限元計算程序sap93進行計算分析，研究波紋拱在不同跨度，不同支座形式下，不同外荷載作用時對該結構受力性能及穩定承載力的影響，同時分析下部支承鋼柱、鋼筋混凝土柱的剛度變化體現為允許支座位移的大小與結構受力性能及穩定承載力之間的關系。
  19. With the development of modern engineering technology, high - strength rebar and concrete are being used universally, the cross section size of reinforced member is more and more small, and the slenderness ratio is more and more great. this trend extrude the carrying capacity and stability of reinforced concrete member obviously

    隨著技術的發展，高強鋼筋和高強混凝土在建築工程中的應用日益普遍，鋼筋混凝土構件的截面尺寸越來越小，長細比越來越大，這一發展趨勢使得鋼筋混凝土柱的承載力和穩定問題愈發地突出。
  20. ( 2 ) the general methods to calculate the temperature field of reinforced concrete structures are summarized. the temperature field of reinforced concrete columns section is calculated in ansys, and the effects of different parameters such as design fires, surfaces exposed to fire, burning time, dimensions of cross section and concrete cover on the temperature field are analyzed

    （ 2 ）總結了受火鋼筋混凝土結構溫度場計算的一般方法，並用ansys對鋼筋混凝土柱截面溫度場進行了分析，得到了火災模型、受火面、受火時間、截面尺寸及保護層厚度等因素對柱截面溫度場的影響規律。
分享友人
分享到 Line

分享到臉書