延性的 的英文怎麼說

中文拼音 [yánxìngde]
延性的 英文
ductile
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 的 : 4次方是 The fourth power of 2 is direction
  1. Effect of the steel on ductility in the aseismatic reinforced concrete structure

    鋼材在鋼筋混凝土抗震結構中對延性的影響
  2. According to these, applying the virtual work theory, this paper analyzed the influence of active beam link on the terminal carrying capacity, stiffness and ductibility of three types of ebsf

    接著在此基礎上應用虛功原理，分別研究了耗能梁段長度對d型、 k型和v型三種偏心支撐框架的極限承載力、剛度以及延性的影響。
  3. Similarly, according to the deformation mechanism of ebsf and the virtual work theory, the influence of three different active beam links on the terminal carrying capacity, stiffness and ductibility of ebsf is deducted

    同樣，根據偏心支撐框架的幾何變形機制，應用虛功原理，重點推導並分析比較了分別採用d型、 k型或者v型支撐時對結構的極限承載力、彈性剛度以及延性的不同影響。
  4. According to the basic theory of the cement concrete and the properties of polypropylene fiber, the calculating formulas about beam for the normal section load _ carrying capacity and rigidity and ductibility are presented based on " the design code of concrete structure " ( gb50010 - 2002 )

    參照普通砼的基本理論，結合聚丙烯纖維砼的性能特點，在《規范》的基礎上得到了單筋矩形截面梁正截面承載力、剛度和延性的計算公式，並與試驗結果對比吻合較好。
  5. In allusion to disjoint of damage model in material, member and structure level, two times poa - based global damage model is presented. this model includes synthetically stiffness, intensity and ductibility degrading by equivalent stiffness decay before and after damaged

    針對材料、構件和結構層次的損傷模型存在著脫節問題，本文介紹了基於兩次poa分析的整體損傷模型，通過結構受損前後等效剛度的衰減來綜合考慮結構剛度、強度和延性的退化，並通過算例來驗證該模型。
  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加固偏壓柱后對其承載力和延性的影響。
  7. After investigating the influence of ntff on the global ductility of the staggered truss steel framing, it show that ntff lead to decline of stiffness and lead to a bad failure mode which plastic hinges always formed in base of columns. so it ' s suggested that ntff should be avoided in the region of seismic fortification intensity is 8

    6 ）通過桁架不落地對于交錯桁架體系整體延性的影響作用的研究，指l } }柑架不落地帶來了交錯杭架體系抗側剛聲夏的廠降，少補濘致抗震中不利的破壞模式的產『
  8. When the reinforcement is strongly bonded to the concrete, a strong, stiff, and ductile construction material is produced

    鋼筋與混凝土牢牢粘結在一起，就產生出一種堅韌有延性的建築材料。
  9. Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g. kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory, the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced

    利用g . kani提出的拱?齒理論中的無腹筋梁的拱齒破壞的分界點（也就是無腹筋粱的最小抗剪承載力點） ，再結合前述理論中所提出的梁剪壓破壞和斜拉破壞的分界點，提出了梁在延性的剪壓破壞范圍內的最小抗剪承載力，並與混凝土結構設計規范gb50010 - 2002比較，結果吻合較好。
  10. The main causes, which have effects on redistribution of internal force in the prestressed frame, including the relative height compressive zone of section, secondary moment and types of load applying are taken into account. the horizontal braces force which results from the tension of the prestressing steel, reduces the pre - compress stress is analyzed

    並且探討了各影響因素對框架梁截面延性的影響和由於柱的抗側剛度在預應力鋼筋張拉時約束梁的軸向變形，從而影響預應力在梁中的建立所造成的梁中軸向預壓力的損失。
  11. The ductility ratio is a index of measuring the ductility of material, section and member. the ratio is bigger as the ductility is better

    延性比是度量材料、截面或構件延性的一種指標，延性比越大說明材料、截面或構件的延性越好，反之，延性越差。
  12. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比（均為l h = 1 . 0 ）剪力墻洞口連系梁在低周反復荷載作用下的試驗，了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）設計的連梁具有的抗震性能，研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響，並進一步對新的配筋形式的連梁進行了探討，了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較，最後得出結論： 《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）不能保證小跨高比連梁具有較好的抗震延性：通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯；梁端配置多排交叉斜筋的連梁具有相對較好的受力性能，其延性和耗能性能等各項性能指標均優于普通配筋連梁，宜在深連梁中採用。
  13. The influence factors and control procedures of ductility of flexural mechanics of reinforced concrete is analyzed. with experiments of prestressed hollow bats reinforced with 800mpa spiral - ribs steel bars, the relation of ductility of steel bar and component is discussed, the influence factors and control procedures of ductility of flexural mechanics of prestressed concrete is analyzed. through the theory analysis and calculation, the recommendation fo

    本文在理論分析基礎上結合800mpa螺旋肋鋼絲預應力主心板的試驗，探討鋼筋延性與構件截面延性、構件位移延性的關系，研究預應力混凝土受彎構件在單調荷載作用下截面延性和位移延性的影響因素及其影響規律進而為控制構件延性即破壞形態提供相應的方法和依據。
  14. Then, this paper edits other computer program to calculate thirty sgrc frame columns, and researches the drift capacity of sgrc frame column, and analysis the turning capacity of frame column " s plastic hinge. then the relational expression of the curvature ductility factor and ratio of hoops of sgrc frame columns is derived. this paper analysis the relation of the curvature ductility factor and the relative drift of sgrc frame columns, and discuss the question of the minimum values of ratios of hoops of sgrc frame column at different axial load ratios

    一11一太原理工大學碩_ i :學位論文使用本文程序另外模擬計算了30榻煤研石混凝土框架，進一步分析了軸壓比和配箍率對煤研石混凝土框架柱曲率延性的影響，編寫程序計算了30根煤研石混凝土框架柱，對煤研石混凝土框架柱的側向變形能力進行了研究，分析了柱塑性鉸的轉動能力，導出了煤研石混凝土框架柱的曲率延性系數與配箍率的關系式，分析了煤研石混凝土框架柱的曲率延性系數與框架柱相對側向位移的關系，討論了煤研石混凝土框架柱在不同軸壓比下最小配箍率的取值問題。
  15. Analyzing the effect of failure modes to ductility of connection

    分析了節點破壞模式對節點延性的影響。
  16. Abstract : the integration concept of space and time is the development of dialectical materialism in modern society as well as the sceentific generalization and reflection of the continuance in time and extension in space

    文摘:時空整體觀念是唯物辯證法現代發展的重要內容，是對時間的連續性與空間的廣延性的科學概括與反映。
  17. Fluids for hydraulic power systems. determination of flame - propagation in a mixture of fire - resistant fluids with coal - dust

    液壓油.碳塵埃和耐燃液壓油混合物中火焰蔓延性的測定
  18. When the axial compression ratio increases more than 0. 42, the variation of the displacement ductility ratios is small ; when the stirrup ratio per unit volume increases more than 1. 9 %, the displacement ductility increases slowly ; with increasing the shear span ratio a, the displacement ductility increases for, < 1. 5, decreases for > 1. 5

    當軸壓力系數增加到0 . 42以後，位移延性的變化較小；體積配箍率增加到1 . 9 %后，位移延性的增長減緩；當剪跨比小於1 . 5時，型鋼混凝土柱的延性系數隨剪跨比的增加而提高；但當剪跨比大於1 . 5時，隨著剪跨比的增加，型鋼混凝土柱位移延性系數有所降低。
  19. 5 results of an experimental investigation on shear behavior of l, t and + - shaped columns are presented. the effects of shear - span ratio, axial compression ratio, stirrup contents and loading direction on shear behaviors of l, t, and + - shaped columns are discussed. combining with test data of others, the formulas for shear strength of l and + - shaped columns are given

    5對l 、 t 、十形柱受剪性能進行了低周反復荷載試驗研究，討論了剪跨比、軸壓比、配箍率、荷載作用方向對l 、 t 、十形柱承載力和延性的影響，並結合他人試驗結果，提出了l 、十形柱的偏下線受剪承載力公式。
  20. In the final part of the paper, the feasibility of applying neural networks to evaluate the performance of the columns is investigated. a three - layer back - propagation network is trained using the earthquake - resistant behavior experimental data of the columns to predict the ductility of the columns. the predicted results agree well with the test results

    在論文的最後，探索應用人工神經網路對核心柱的力學性能進行評估的可能性，利用該柱抗震性能試驗的結果，訓練一個三層bp網路，進行了柱抗震延性的預報，預報值和試驗值吻合良好。
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