延性性能 的英文怎麼說

中文拼音 [yánxìngxìngnéng]
延性性能 英文
ductile properties
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 能 : 能名詞（姓氏） a surname
  1. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法，編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序，同時利用上述2種分析程序，研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性，探討了這類結構在地震作用下的破壞全過程與破壞機理，得到其主要受力特性和抗震性能的一般規律，所得結果與試驗值吻合較好，表明上述2種程序分析結果的精度均可滿足實際工程的設計要求，因此可用於這類結構的抗震性能分析與設計。
  2. Firstly, the shear wall ' s load - carrying capacity, displacement, properties of ductility, shape of damage, distribution of plastic hinge are analyzed through delaminating combination finite element method with numerical value method

    首先選用分層組合式有限元方法利用數值方法分析剪力墻結構的承載力、位移、延性性能、破壞形態、塑性鉸等問題。
  3. Super earthquake prevention since the good performance delayed

    很好的自延遲性能
  4. The low - cyclic reversed loading tests of two unbonded partially prestressed concrete frames with different ppr have been carried out. the aseismic behaviors are analyzed and compared, with emphases on failure mechanism, hysteretic property, displacement ductility, energy - dissipation capacity as well as stiffness degeneration, etc. the results show, when designed rationally, the unbonded partially prestressed concrete frames can form beam hinge energy - dissipation machine and total destroy mechanism

    通過兩榀不同預應力度的無粘結部分預應力混凝土扁梁框架結構的低周反復荷載試驗，分析研究了無粘結部分預應力混凝土扁梁框架結構的破壞形態、滯回特性、位移延性、耗能能力、承載力及剛度退化等抗震性能。
  5. It illustrates that the new style shear wall has better ductility, energy dissipation and bearing capacity, especially the bearing capacity dropped indistinctively at anaphase of the deformation, the structure performance is stabilized relatively and can stay the appearance of the cracks

    表明該種新型剪力墻具有較好的延性、耗能能力和承載力，特別是變形後期承載力下降不明顯，結構性能較穩定，能延緩裂縫的出現。
  6. Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames, especially inelastic deformation of link absorbs seismic energy

    偏心支撐框架結合了中心支撐框架的強度、剛度高和普通抗彎框架的延性、耗能性能好的優點，通過耗能梁段的非彈性變形耗散大量輸入結構的地震能量。
  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 mainly work has : the relation of boron contents and the average liner burning rate, through which chooseing suitable boron contents in these delay compositions ; the impact of different particle diameters on delay characteristics, by the means of granularity classfication ; the impact on delay characteristics through pre - treatment to the raw materials and improvement of mixing means ; and some other factors, such as the pressure of charge, loaded times, the charge mass of delay composition ; at last, the mechanical intensities of boron based delay compositions with some different binders

    主要的研究內容有： b含量與線性平均燃速的關系，並由此選用b含量適合的延期藥；通過原材料的細化與粒度分級，研究了粒度對延期性能的影響；原材料預處理和混藥方式對延期性能的影響；以及影響延期性能的其它因素，如壓藥壓力、壓裝次數、裝藥量等；最後還研究了含不同粘合劑的硼系延期藥的壓藥藥柱強度（機械強度）等。
  9. Research on the knitting and elasticity of polurethane fiber combination rib fabric

    羅紋氨綸織物的編織及延彈性能研究
  10. 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。
  11. At present, the research of special - shaped columns is pool in the world and the research of r. c special - shaped columns with concealed column and arbitrarily inequiaxial r. c special - shaped columns is less. the theoretical research of ductility of the two types of special - shaped columns is processed and the designed compression ratio is determined in the article. a method of theoretical research of curvature ductility is put forward on the basis of existed research documents of special - shaped columns

    國內外都有關于異形柱方面的研究文獻，但多集中在普通異形柱方向，而對帶暗柱的異形柱和不等肢異形柱的研究較少，即使涉及到這兩個領域，但都是很膚淺的一些研究，本文將對這兩種異形柱的延性性能進行理論研究並確定它們的設計軸壓比限值。
  12. And so on, to understand the influence for the m - relation curve of special - shped column rection with considerd the sliding of reinforcement anchoring. and compared the results to rectangle rection, analyzed the effect with the ductility of the special - shaped column by the factor referd ahead

    通過改變荷載角、軸壓比、混凝土強度等級等參數，來深入了解考慮粘結滑移后對異形柱截面彎矩?曲率關系的影響，並分析了上述因素對異形柱截面延性性能的影響。
  13. Different performance parameters of obs are presented, which are burst lost rate, length of bhp cache, lowest service rate and the end to end delay in obs system

    通過模擬， obs核心路由器的突發包丟失率、 bhp緩存長度、最低服務速率和系統端到端時延等性能指標得到了確定。
  14. Firstly, the master zhang binbin ' s tests further verified that the design methods brought forward by the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) can not satisfy basic seismic requirement. at the same time, our research group find that some acceptable improved reinforcement arrangement scheme in domestic and foreign researches can not attain satisfying ductility performance

    其中首先通過碩士研究生張彬彬的試驗研究工作，進一步證實《高層建築混凝土結構技術規程》 （ jgj3 - 2002 ）提出的設計方法不能滿足抗震基本要求；同時查明，國內外已提出的某些施工可以接受的改進配筋方案仍未達到較滿意的延性性能。
  15. Existed analytical performance models are always based on unrealistic assumptions for the purposes of mathematical tractability, such as only two processors are considered or ignorance of communication delays and rollback costs

    Pads已有的解析性性能模型往往為了數學推導的方便，基於一些不實際的假設，有的僅在兩個處理器上推導，有的忽略了通訊延遲和狀態保存開銷。
  16. After considering the influences of the tensility performance and ratio of damping on the earthquake action of steel structure, the reference formula to design the earthquake force based on the is given

    在考慮了鋼結構的延性性能、阻尼比等因素對結構地震作用的影響之後，給出了採用概率延性調整系數的設計地震力的參考公式。
  17. The contention time lengthened real - time p - persistent simulation results show not only real - time traffic delay performance being enhanced greatly but also common data delay and throughputs not being affected evidently

    對競爭延長實時p -持續csma / cd的模擬結果顯示不僅它的實時通信量的延時性能大大提高，而且普通數據延時和吞吐量並沒有受到顯著的影響。
  18. To improve the same load carrying capacity and stiffness of the specimens, hfrp can enable the strengthened columns certain ductility and a significant decrease of strengthening cost

    在提高相同承載力和剛度的前提下，既能顯著提高被加固柱的延性，又能大幅度降低加固成本。
  19. Based on a quasi - static test of two - lay - three - story concrete - filled rectangular steel tubular frame ( crstf ), ductility behavior, dissipation of seismic energy, degeneration of stiff and intensity of the crstf under low - frequency, horizontal, repeat load are analyzed. hysteretic curves to each floor of crstf between displacements and repeat loads, together with corresponding framework curve and resilience model to top floor of crstf is shown, too

    本文基於一榀三層兩跨方鋼管混凝土框架擬靜力試驗，分析了低周反復水平荷載作用下框架的延性性能和強度與剛度的退化以及抗震耗能能力，給出了框架各層位移隨反復荷載變化的滯回曲線，並根據頂層滯回曲線進一步得出了框架頂層骨架曲線及相應的恢復力模型。
  20. As part of national natural scientific research fund ( grant no. 50078021 ), the dissertation is emphasized on investigating the failure modes and evaluating the global ductility of the staggered truss steel frame under the action of high - seismic excitation

    本文作為國家自然科學基金資助項目（批準號5007802 ）中子課題研究的一部分內容，主要對于鋼結構交錯桁架體系在強震下的基本破壞模式和體系整體抗震延性性能進行分析和評估。
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