曲剛 的英文怎麼說

中文拼音 [qūgāng]
曲剛 英文
qu gang
  • 曲 : 曲名詞1 （一種韻文形式） qu a type of verse for singing which emerged in the southern song and ji...
  1. The beam has a constant flexural rigidity.

    該梁具有常數彎曲剛度。
  2. By means of carrying out parameterization on finite element model of certain punching - welding bridge housing and through optimization analysis, this paper realized the light weighted optimization design of punching - welding bridge housing under the conditions of letting the bridge housing to satisfy the demands of perpendicular bending rigidity, the perpendicular bending strength and the perpendicular bending fatigue life

    摘要通過對某沖焊橋殼的有限元模型進行參數化，經過優化分析，使得橋殼在滿足垂直彎曲剛度、垂直彎曲強度和垂直彎曲疲勞壽命的條件下，實現了沖焊橋殼的輕量化設計。
  3. The stiffness of a fabric can be objectively determined as the average of the flexural rigidities(in warp and weft direction).

    織物的剛性可以客觀地從經緯兩個方向的彎曲剛度平均值來確定。
  4. It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression, steel in tension, and with an iterative computerized non ? linear method, it is possible to predict the entire moment - curvature, moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member

    可以確定，只要知道混凝土受壓和鋼筋受拉的完整的應力應變關系，採用選代的非線性計算方法，就有可能預測結構截面彎矩一曲率、彎矩一彎曲剛度和軸向剛度的關系。
  5. Considering different soil spring models for vertical fault movement and horizontal fault movement, two damage cases of pe pipeline in ji - ji earthquake have also been simulated. the large deformation of a buried pipeline under fault movement is investigated in the 4th chapter. to examine the inelastic behavior of buried pipelines, the parametric studies on pipe material property, diameter ( d ), diameter - to - thickness ratio ( d / t ), crossing angle ( ), as well as soil stiffness, have been conducted using a shell - spring fem method

    對於0 p三90 」的情況，當斷層位移相對管徑還不是很大時（管子內的彎曲應變與軸向拉伸應變相差不大的情況） ，斷層附近管子變形形式與梁相似；當斷層位移相對管徑很大時（管子以軸向拉伸應變為主的情況） ，斷層附近的管子軸線變形為一圓弧，管子表現得像一條沒有彎曲剛度的索。
  6. Effect of gradient of fiber laminates on flexural rigidity and interlaminar stress

    纖維層合板梯度化后對彎曲剛度與層間應力的影響
  7. Segment joint stiffness k ( subscript ) is an important parameter for the design of shield tunnel segment

    摘要盾構管片接頭彎曲剛度k （下標）是盾構襯砌結構計算中的一個重要參數。
  8. In order to make convenient application for engineering, the article has established a bilinear joint stiffness model for shield segment joints

    為了應用方便，建立了實用的管片接頭彎曲剛度的雙直線模型。
  9. Study on the bending rigidity check for cnc lathe spindles

    數控車床主軸彎曲剛度校驗的研究
  10. Analysis of the bending rigidity of wool - polyester yarns

    毛滌混紡紗彎曲剛度的分析
  11. Sectional specification - flex - rigid multilayer printed boards with through connections ; german version en 123600 : 1996

    分規范.帶貫通連接的彎曲剛性多層印製電路板
  12. Sectional specification - flex - rigid double sided printed boards with through connections ; german version en 123700 : 1996

    分規范.帶貫通連接的彎曲剛性雙面印製電路板
  13. The influences given by process parameters of presetting and alkali deweighting on the fabric strength, elongation and bending rigidity are discussed and analyzed on the basis of experiment

    通過試驗分析探討了預定型和堿減量各工藝因素對于織物的斷裂強度、斷裂伸長和彎曲剛度等方面的具體影響。
  14. Testing of paper and board - determination of the bending stiffness by the beam method

    紙和紙板的試驗.稱量法測定彎曲剛度
  15. Experimental study of equivalent bending rigidities of small corrugated plates of metal corrugated arch roof

    拱型波紋鋼屋蓋小波紋板等效彎曲剛度試驗研究
  16. The material non - linearity constitutive relations of reinforced concrete sections are formulated. the non - linear relationship of moment - curvature and moment - flexural rigidity of a section is modeled

    對鋼筋混凝土截面材料非線性的本構關系進行了推導，截面的彎矩一曲率和彎矩一彎曲剛度的非線性關系則形成了模型。
  17. Abnormal beam ' s flexural stiffness and the effect on steel frame column ' s effective length

    非規則梁的彎曲剛度及其對鋼框架柱計算長度的影響
  18. The rigidity and strength performance such as tension bend, torsion of composite laminated plates are calculated by use of classical lamination theory, and then analyses the experiment methods for rigidity and strength of laminate in detail, the comparison of theoretical analysis and experimental result shows good consistent, which indicate that the theoretical analysis and experimental method presented there is applicable for design and manufacture of military medical shelter laminate. in addition, theoretical analysis is taken for heat preservation and insulation performance of the laminate material by use of stable plate heat conduction method

    採用經典迭層理論，計算了軍用醫療方艙復合夾層大板材料的拉伸、彎曲及扭轉等剛強度性能，由此深入研究了夾層大板材料彎曲剛強度性能試驗方法，對理論分析進行了試驗驗證，結果表明該課題提出的理論分析和試驗方法適于軍用醫療方艙鋁塑復合夾層大板力學分析，對軍用醫療方艙鋁-聚氨酯-鋁復合夾層大板的力學結構設計和製造具有重要的應用價值。
  19. This paper uses of the actual mechanics form, cantilever bending stiffness is adopted in the mega structure, however shearing stiffness in the sub structure. based on the complex mode theory, this paper gains the expression of dynamical response of the system based the model of municipal no. l building of tokyo city and analyses the affection of the main parameters ( stiffness and damping ) on the two configurations ( sustaining type and hang type ). the results indicate that the rational stiffness of the sub structure can control the deformation of the mega structure perfectly, but the acceleration of the sub structure increases at the same time

    本文採用了更接近實際的力學模型，主結構採用彎曲剛度，子結構採用剪切剛度，利用隨機振動復模態理論，推導了巨型框架減振結構的動力響應表達式，並以日本東京市政一號樓為基本模型，討論了巨型框架減振結構兩種結構形式（座承式和懸掛式）的主要參數（剛度和阻尼）對減振效果的影響，結果表明：與普通巨型框架結構相比，減振結構通過合理選擇子結構剛度，可以較好的控制主結構在順風向脈動風作用下的位移響應，從而提高結構的安全性，但與此同時，子結構自身的加速度響應也有了一定程度的提高。
  20. Through analyzing bending stiffness of composite slabs in the paralled and cross wise wave direction of steel sheet, the author got load - bending stiffness in these two directions. with the finite elements method, the author studied the mechanism and load - carrying characters under uniform loading of composite slabs and put forward a theorem calculating distortion and analyzed crash mode of this structure

    通過分別對組合板沿壓型鋼板波紋方向和垂直於壓型鋼板波紋方向彎曲剛度的分析，得出型鋼和壓型鋼板與混凝土組合板兩個方向的抗彎剛度，採用有限元分析方法，研究組合板在均布荷載作用下的工作機理和受力性能，提出撓度計算公式。
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