點核 的英文怎麼說

中文拼音 [diǎnhé]
點核 英文
nugget
  • 點 : Ⅰ名詞1 （液體的小滴） drop （of liquid） 2 （細小的痕跡） spot; dot; speck 3 （漢字的筆畫「、」）...
  • 核 : 核構詞成分。
  1. Based on the analysis of mechanism for joint region, the " frame - wall " and " aslope compression stub column " mechanical models and yielding patterns of core zone of the joints are set up. the shear load - carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. and then, the comparisons between the formulas given in this paper and that of chinese design code ( draft ) and nonlinear fem as well are presented

    對節點核心區的抗剪，通過受力機理的分析，建立了鋼「框架剪力墻」加混凝土「斜壓短受力體系及其屈服機制，根據塑性極限分析，給出了節點核心區抗剪承載力計算的迭加公式， 《規程》公式和非線性有限元近似模擬分析結果進行了比較。
  2. The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column

    摘要針對鋼筋混凝土框架結構，根據與框架外節點相連的梁、柱構件的受力狀態，分析了外節點核心區所受水平剪力。
  3. It is purely for self-defence that we have produced some nuclear weapons.

    我們搞一點核武器完全是為了自衛。
  4. Based on the experiment results, the damage form of abnormal exterior joint are summarized, characteristics of hysteresis curve are studied, the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed, working mechanism of abnormal exterior joint is researched, the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed, the basic data is provided for the design formula of abnormal joints

    根據試驗結果，總結了異型邊節點的破壞形態，研究了節點滯回曲線的特徵，討論了節點核芯配箍率、樑柱截面高度變化對異型邊節點抗剪性能的影響，分析了異型邊節點的受力機理，提出應以「小核芯」為分析單元來研究此類節點抗裂和承載力的建議，為異型節點設計公式的建立提供了基礎數據。
  5. The massive amount of high - throughput microarray, snps and other biological data bring a great challenge of developing advanced statistical and computational data mining tools

    大量的高產能微陣列、單點核苷酸多型性及其他生物資料也對高級統計計算之資料探勘工具產生極大的挑戰。
  6. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個鋼筋混凝土框架異型節點試件的擬靜力試驗結果，指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段；討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響；提出應考慮節點核芯區箍筋屈服的不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節點抗剪承載力的建議；最終給出了異型節點抗剪承載力的計算公式。
  7. Based on the results of experimental research, we can find that the construction method of joints zone are feasible and safe, the joints between concrete - filled steel tubular core columns and prestressed concrete beams have good ductility and good energy dissipation, and the concrete - filled steel tubular core columns can raise the shear strength of core area of joints and the bending strength of the column ends

    試驗研究發現，針對該節點所設計的構造處理方式是可行的、安全的，鋼管混凝土核心柱與預應力混凝土梁框架節點有著很好的延性和能量耗散能力，由於柱為鋼管混凝土核心柱，大大提高了節點核心區的抗剪承載力，同時也使柱端抗彎承載力得到加強。
  8. The problem two is the stirrup in the core of beam - column joint was insufficient because of designing or construction. so the shear capacity and ductility of beam - column joint will decrease

    框架節點核芯區柱箍漏放或數量不足，引起節點抗剪承載力降低，延性不足。
  9. The main contents are as follows. by the experiments of two joints under low - reversed cyclic loading, the paper analyzes the failure pattern, energy dissipation, ductility and cracking in the joint cores, evaluates the seismic performances and anti - crack behaviors of the joints, and deduces the anti - crack formula of the subassemblage and prestressed frame joint. through the fini te element analysis software ansys, the paper analyzes the specimens nonlinearly, and the theoretical analysis results are well consistent with those of the experiment

    主要內容包括：通過兩榀節點在低周反復荷載作用下的試驗，分析其破壞形態、耗能能力、延性性能和節點核芯區裂縫開展情況，評估節點的抗震性能和抗裂能力，推導出預壓裝配式框架節點的抗裂驗算公式；並運用ansys對試驗中的節點進行了非線性分析，計算結果與試驗結果基本吻合。
  10. As the center of wangjing, a5 is a rare masterpiece out of print, a fortune focus created with global efforts, whose critical value is still shining among waves of world economy

    望京中心a5區絕版珍稀地塊，舉世心力匯成財富焦點，核心價值卓然于全球經濟潮湧。
  11. The paper describes the results of tests of 5 reinforced concrete beam - column interior connections specimens, in which the columns are very strong concrete while the intervening beams are much weaker. the paper describes the difference of the capacity between the connections and the columns and investigates the capacity of the connections when they are strengthened by the shapes. the paper also investigates whether the corresponding provisions of the current code are economical and safe

    本文通過5個高強混凝土樑柱中節點試件試驗，了解樑柱混凝土強度等級在不同比值的情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了節點核心區採用不同數量的型鋼加強，對節點區的軸心抗壓承載性能的改善情況，驗證了我國現行規范有關條款的安全性和經濟性，在此基礎上提出了節點核心區採用型鋼加強后的計算軸心抗壓強度的建議公式，計算值和實驗值能較好吻合。
  12. This paper has put forward such one, i. e. to use the dimensional angle iron framework to strengthen the center of the knot in order to add its degree of toughness and stiffness, improve its crack load and aggrandize its ultimate deformation

    本文提出了一種提高節點抗震性能的新方法? ?用空間角鋼骨架對節點核心區進行加強，以增大節點的強度、剛度，提高節點的抗剪、抗裂性能，並增大節點的極限變形能力及延性性能。
  13. The first two mechanisms transfer joint shear, while the third inecha - nism provide ductility and energy dissipation capacity by confining the joint core concrete from lateral expansion

    前兩個機構直接傳遞節點剪力，后一個機構則通過約束節點核心區混凝土的側向膨脹提高節點的延性和耗能能力。
  14. ( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops, and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement, the modified compression field theory was employed to simulate behavior of the joint core under loading reversals. analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results

    根據本文建立的考慮軸壓比和位移循環次數影響的梁筋平均粘結應力退化模型和考慮軟化效應、約束效應的核心區混凝土應力應變關系，通過在試驗中得出的節點核心區混凝土、箍筋、節點正面、背面柱筋在反復荷載下的受力特點，利用斜壓場理論模擬節點核心區在反復受力過程中的受力狀態。
  15. The affection of the axial force is the focal point of the shearing resistance

    依據節點核心區斜截面受力機理，重點分析了柱軸力對節點核心區的抗剪承載力的影響。
  16. A large array of products are built around highly modified powerpc 400 family cores, not the least of which is the blue gene supercomputer with two powerpc 440 processors and two fp floating point cores per chip

    大量的產品都是在對powerpc 400系列的核心進行高度修改而構建的，其中「藍色基因」超級計算機就在每個晶元中採用了兩個powerpc 440處理器和兩個fp （浮點）核心。
  17. The point at which a nuclear reaction is self - sustaining

    臨界點核反應能夠自我維持的一個點
  18. Recent snps analysis tools are transforming the traditional genotyping and resequencing in the same way as expression arrays

    有關單點核苷酸多型性的新進分析工具，將傳統的基因型?定資料與微陣列基因表現資料做同樣的轉換。
  19. Based on this spot, the nuclear electricity may be called the sustainable developmental strategy the miniature and representative

    基於此點，核電可以稱為可持續性發展戰略的縮影和代表。
  20. This is an eminently sensible conclusion, as appears at once when it is checked up from another point of view.

    這是一個非常合理的結論，用其他觀點核對一下，就可以立刻看得出來。
分享友人
分享到 Line

分享到臉書