徑向拉力 的英文怎麼說

中文拼音 [jìngxiàng]
徑向拉力 英文
radial pull
  • : Ⅰ名詞1 (狹窄的道路; 小路) footpath; path; track 2 (達到目的的方法) way; means 3 (直徑的簡稱...
  • : 拉構詞成分。
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 拉力 : pulling; pulling force; thrust; traction; tension拉力表 draw bar [pull] dynamometer; 拉力測定儀 [...
  1. It analyzes the hydrologic effect from the aspects of rainfall interception of plants, splash erosion reduction and surface runoff control, analyzes the mechanical effect from the aspects of tensile strength of single root of plant, root - soil interaction, root - soil composite and slope stability and finally approaches to the future development orientation of slope protection by vegetation

    從植物的截留降水、削弱濺蝕和抑制地表流等方面分析了植被護坡的水文效應,並從植物單根抗強度、根土相互作用、根土復合體及邊坡穩定分析等方面分析了植物護坡的學效應,最後探討了植被護坡的發展方
  2. Firstly, the domestic researches, which have been reported, are introduced. then the characteristic of the system in estimation of prestressing losses is analyzed by theoretical method, and the reasons that the elimination of tendon is large and test results are not consistent are pointed. using fem software ansys, anchorage zone of pylon are analyzed

    論文首先介紹了國內現階段對該問題的一些研究成果,然後從理論上分析了小半大噸位環預應體系在計算預應損失方面的特點和造成張伸長量偏大且實測的數據離散性較大的原因,並採用國際權威的有限元分析軟體? ? ansys從理論上進行分析和索塔錨固區最不利節段的足尺寸模型試驗進行校驗。
  3. As the wind carries this interplanetary magnetic field ( imf ) away from the sun, the field lines typically stretch out so that they are directed radially ( pointing toward or away from the sun )

    這種行星際磁場( imf )的磁線基本上都是往外的,也就是的(即不是指,就是背太陽的方) 。
  4. By the net - shape forming technology, metal sheet is used as a blank, the cylindrical cup is produced through blanking, deep drawing, and etc, and then the cup is clamped to a mandrel rotated together with the main spindle, the pulley is finally produced by several different spinning rollers, which apply the radial spinning forces to the cup in different positions

    鈑制帶輪是以金屬板料為毛坯,經過落料、深等沖壓工序製成圓筒狀,然後將其裝夾在帶有頂壓座的芯模上,使其隨主軸一起旋轉,通過若干不同齒形的旋壓成形輪分別沿施加壓而成形。
  5. Then mechanical experiments were carried out to measure the longitudinal tensile strength and radial supportive strength. based on the testing results, the different deformation functions of the tubular fabric were obtained and we conclude that the strength indexes vary directly as the material diameter and the arrangement of the pp and pgla has a prominent influence to the radial supportive strength of the woven artificial trachea. in addition, the degradation property of the tracheal prosthesis was investigated and this provides another important foundation for the fabrication technology of the artificial trachea

    在試驗測試部分,本課題對試樣的伸性能和強度進行了測定,根據試驗的結果深入研究了每種管道織物在測試過程中的不同變形作用,也得到了不同的編織工藝參數對人工氣管學性能的不同影響:原料的細度的變粗可增大人工氣管各學強度指標;機織組織管道織物中兩種原料的排列方式對人工氣管的伸性能並無明顯影響而對其強度影響顯著,其中以「 1隔1 」和「 3隔3 」的排列方式較佳。
  6. Geometric nonlinear behaviors in large span cable - stayed bridges have been analyzed in this paper, which include the sag of inclined cable stays caused by their own dead weight ; the interaction of large bending and axial deformation in bending members ; and the large displacements effects. then analyzing theories and researching levels of geometric nonlinear problems of modern cable - stayed bridges have summarized. and methods of modeling cable - stayed bridges for nonlinear finite element analysis have been discussed, which are the equivalent modulus of elasticity, introducing stability functions and continuously modifying geometry of structure

    本文分析了大跨橋幾何非線性的主要影響因素,包括斜索的垂度效應、彎矩與軸組合效應和大變形效應,同時對目前斜橋幾何非線性問題的分析理論和研究水平進行了綜述,相應討論了各非線性影響因素的處理方法,即分別採用等效彈性模量法、引入穩定性函數和實時修正結構的幾何位置。
  7. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京地鐵八王墳車輛段地上超大結構(車輛段大平臺及其上的小區樓房)及其地基基礎為研究對象,在研究和分析有關資料的基礎上,用快速格朗日有限差分法軟體flac建立了二維數值分析模型,並以列車振動加速度時程作為模型輸入,進行了地基?樁基礎?地上結構的整體動學分析,分析了地鐵列車運行產生的振動在地面的傳播規律及其對地上結構的影響,得到了如下結論: ( 1 )隨著與地鐵線路距離的增大,地面的振動強度有減小的趨勢; ( 2 )地面豎直方的振動強度較之水平方的略大; ( 3 )隨著與振源距離的增大,在水平方上,地上各幢樓房的振動強度由底層和頂層的最大、中間層的最小逐漸過渡到沿樓層增高而減小; ( 4 )在豎直方上,每幢樓各層端點的振動速度、加速度完全相同,表明樓房各層在豎直方上的運動狀態一致; ( 5 )各幢樓房豎直方的振動強度比水平方的大; ( 6 )增加軌道彈性是減輕地面和地上建築振動的有效途
  8. Die throat radial stress was analyzed during every phase of drawing when the round draw bead be used, the formula of even stress intension in every region are deduced, this work establish the theory base of software programming about drawing the curved surface part

    摘要以半圓筋為例,分析得到了使用深筋深曲面零件時,深各階段凹模入口的公式,並且對深各位置段的平均應強度進行了求解,為開發曲面零件深應用軟體奠定了理論基礎。
  9. In this thesis, theoretical analysis and full - scale mode test are carried out to research the application of circular prestressing system. some general conclusions obtained can be regarded as the reference of related codes. the research is useful in the structural design and construction practices

    本論文從理論分析和試驗兩方面對小半大噸位環預應體系在斜橋索塔錨固區的工作性能進行了闡述,進而加深了認識,得出了一些普遍的結論,這些可以作為今後制訂相關規范等的參考,同時對解決設計和施工中的具體問題具有現實意義。
  10. Finally, the paper provides the theoretic method suitable for calculating the tensioning elongation of the tendons, and checks the method as well by measurement data from several engineering projects

    同時,分析了預應束的束效應引起的鋼絞線的重新排列,以及彎曲段等效荷載產生的位移,最後得出了適合小曲率半預應束張延伸量計算的理論方法,並通過多個工程實測數據進行校驗。
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