重分佈 的英文怎麼說

中文拼音 [zhòngfēnbù]
重分佈 英文
redistribution
  • 重 : 重Ⅰ名詞（重量; 分量） weight Ⅱ動詞（重視） lay [place put] stress on; place value upon; attach im...
  • 分 : 分Ⅰ名詞1. （成分） component 2. （職責和權利的限度） what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] （料想） judge
  1. To study the flexural behavior, ultimate bearing state and laws of internal force redistribution of prestressed concrete continuous beams cast by different construction methods, the model tests for three pieces of the continuous beams were carride out, in which three kinds of the construction methods, such as those of lowering formwork supports at one time, transferring simply - supported structure into the continuous one and casting the beam by cantilever construction, were considered

    摘要為研究不同施工方法下預應力混凝土連續梁的彎曲性能、極限受力狀態及內力重分佈規律，進行了3根連續梁模型試驗，分別考慮一次落架、簡支變連續和懸臂施工3種施工方法。
  2. The results obtained show the effects of defection cumulation material nonlinear and internal force distribution are remarkable with increase of crack element

    結果表明，考慮結構損傷的累積效應和材料的非線性性質，結構的內力重分佈較為顯著，開裂單元范圍加大，適用性能與耐久性能降低。
  3. The cyclo - hoop effect which steel tubular has exert to the concrete shows the character of heterogeneous in the arch rib section, the same to the axial direction. the paper verifies the change of the material poisson ration and the concrete grade will make the cyclo - hoop effect obvious alteration, the change of the cyclo - hoop effect and the stress redistribution of the section produced by the shrinking and creeping of the concrete and the expensive concrete on the section

    在鋼管混凝土拱肋斷面上，鋼管對內填混凝土的環箍效應具有非均勻性，在拱軸方向上環箍效應也呈現非均勻性。驗證了材料的橫向變形系數、混凝土標號等參數的變化將引起環箍效應的明顯改變；混凝土的收縮、徐變和膨脹混凝土的應用導致鋼管混凝土的環箍效應發生變化並使截面的應力發生重分佈；並總結了其變化的基本規律。
  4. Stress redistribution around a broken fiber in an intermingled hybrid composite sheet

    層內混雜復合材料斷裂纖附近的應力重分佈
  5. Study on distribution and calculation method of reservoir sediment dry bulk density

    水庫淤積泥沙干容重分佈規律及其計算方法的研究
  6. Distribution law of deposits dry bulk density and its application in sediment restoration of check - dam

    壩地淤積物干容重分佈規律及其在層泥沙還原中的應用
  7. Through a performance analysis and simulation on generated methods, maximum minimum distance, undetected error probabilities, code weight distribution, good extended shortened codes are determined and general rule is concluded. furtherly, the paper generates nonlinear extended shortened codes

    通過對擴展縮短crc碼的構造方法、最小距離、不可檢錯誤概率、碼重分佈等進行理論分析和模擬，得到了擴展縮短crc碼的好碼，並綜合出普遍規律。
  8. As analysis is shown, there are great " arching effects " in the inner tube and outer tube and also between two tubes

    分析表明：外框筒、剪力墻內筒以及內外筒之間均存在明顯的「拱效應」 ，使結構中發生內力重分佈。
  9. By this means, nonlinear properties of concrete and steel bars, as well as stress redistribution near the orifice caused by concrete cracking, are not taken into account. furthermore, concrete cracking could not be well controlled by reinforcing bars

    這種方法不能反映混凝土和鋼筋兩種材料的非線性性質以及混凝土開裂后引起的應力重分佈，並且不能有效地控制孔口的開裂，按照此方法計算的配筋量往往偏大。
  10. Moreover, the time - dependent stress in ribs due to the creep also has been measured for about one year since the static experiment case was over

    在完成靜力加載工況后，對模型進行了一年的持荷觀測，實測鋼管混凝土徐變對結構應力重分佈的影響。
  11. The results indicate that the different construction methods will have influence on the mode of the internal force redistribution, however, the methods will not cause influence on the mode of structure failure, and the ductility of the final structure will make the ultimate bearing capacity of the beams cast by the different methods get close to an identity

    結果表明：不同施工方法會影響內力重分佈的模式，但不影響結構的破壞模式，最終結構的延性將使不同施工方法梁的極限承載力趨近一致。
  12. At the same time, depended on the creep test of double - prestress composite structure which is just being observed, the calculation theory and method of the redistribution of stress of double - prestress composite structure is studied and some helpful reference for design and research of this new - type structure is offered in this thesis

    同時本文結合正在觀測中的二次預應力組合結構徐變試驗，研究了二次預應力組合結構徐變應力重分佈的計算理論和計算方法，為二次預應力組合結構這一新型結構的設計和研究提供了一些有益的參考。
  13. As for the simply - supported slabs, the influence of the specimen fire proof properties is tested under the different concrete intensified degrees, under the different thickness of cover and under the different concrete quota. as far as the three - span continuous slabs are concerned, a series of analysis are conducted, including the specimen internal force redistribution under the different fire condition, the specimen deformation properties, features of the specimen destroying mechanism and the fire proof capability under the various condition

    對簡支板，考察了不同混凝土強度等級、不同的鋼筋保護層厚度、不同配筋率等對構件抗火性能的影響；對三跨連續板，考察了不同受火工況下構件的內力重分佈變化情況、構件的變形性能以及構件破壞機構的特點；分析了各工況下構件的抗火性能的差異。
  14. This dissertation generalizes the test on the full - scale reinforced concrete simply - supported slabs and three - span continuous slabs under fire at the normal loading condition. the conclusion can be drawn from the test about the deformation of the both kinds of slabs and the specimen section temperature distribution. meanwhile, the failure modes, mechanism and internal force redistribution of the continuous slabs are analyzed

    本文對足尺鋼筋混凝土簡支板、三跨連續板進行了恆載下的受火試驗研究，通過試驗，給出了鋼筋混凝土簡支板和連續板在高溫下的變形、構件截面溫度分佈規律；分析了連續板的內力重分佈和破壞機構的特點。
  15. Third, the theory and formulations about the stress redistribution due to creep and shrinkage of composite section and the secondary internal forces which are caused in hyper static structure, the self - stressed force and the secondary internal forces due to expansion, are studied, program is compiled by use of formulations studied above and it is used to analyze sensors that are installed during the course of work

    再次，探討了收縮徐變作用下組合截面應力重分佈以及在超靜定結構產生次內力和膨脹變形引起自內力和次內力計算理論及公式，編制了相應程序，對加固過程中埋設的傳感器進行了分析計算。
  16. In this paper, with the available computer method, theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading, and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam

    本文運用成熟的電算模擬方法，計算得到二階段受力鋼筋砼疊合梁在不同受力階段的截面應力分佈規律及鋼筋的應力變化規律，分析得到二階段受力時鋼筋砼疊合梁1的受拉鋼筋應力超前、受壓區砼應變遲后逐漸緩解的實質為截面應力重分佈的結果
  17. The main contents about calculation of cable curve for suspension bridges are as follows : firstly, parabola theory, a traditional calculation theory of linetype for suspension bridge, is introduced. according to behavior of suspension bridge, segmental catenary theory which is an exact calculation theory of cable curve for suspension bridges is then built. after that, the errors and adaptable range of segmental parabola theory, segmental straight - line theory and traditional parabola theory are compared one another

    懸索橋線形計算部分的主要內容如下：首先，介紹了懸索橋的傳統線形計算理論? ?拋物線理論；根據懸索橋的特徵，建立了懸索橋主纜線形計算的精確理論? ?分段懸鏈線理論；並由此比較了分段拋物線法、分段直線法及傳統拋物線理論的誤差和適用范圍；分析了索長變化、跨度變化及主纜變形引起的恆載重分佈對主纜線形的影響。
  18. In addition to the classical genomic pathway through nucleus receptors, estrogen can cause to produce some cellular rapid membrane - mediated effects through nongenomic pathway

    Er具核、膜雙重分佈特徵。雌激素的作用通過經典的核受體通路和膜受體通路來完成。
  19. The internal force redistribution in continuous steel - concrete composite girders due to shrinkage of concrete

    混凝土收縮引起連續組合梁的內力重分佈計算
  20. Parameter analysis, 3d nonlinear finite element program and experimental study are carried out to discuss the prestressing effects in terms of ultimate flexural strength, deflection, cracking moment, the redistribution of internal force, the stress increment of prestressed tendons, and the slip at the interface of prestressed steel - concrete composite continuous beams

    本文通過參數分析、 ansys三維有限元非線性分析、模型試驗等研究方法，著重探討了抗彎承載力、撓度變形、開裂彎矩、內力重分佈、預應力筋應力增量、組合界面滑移等方面的預加力效應。
分享友人
分享到 Line

分享到臉書