bending stiffness 中文意思是什麼

bending stiffness 解釋
抗撓勁度
  1. I have a pair of carbon fiber blades with dynamic tracking problem caused by imbalance of bending stiffness

    我有一付碳纖漿,總是動態雙漿,后來發現是彎曲鋼度不對稱引起的。
  2. Paper and board - determination of bending stiffness - resonance method

    紙和紙板彎曲挺度的測定法
  3. The cable sag and bending stiffness effects are studied on the higher natural frequencies of cable vibration. it is found that the differences of the higher adjacent frequencies go to the fundamental frequency of the taut string theory even though the cable sag or bending stiffness is included. this unique characteristic of cable vibration is used to determine the cable tension with the well - known taut string theory

    2 .考慮垂度和抗彎剛度對高階自振頻率的影響,探討了索相鄰頻率之差,發現索的高階頻差就是弦振動理論的基頻,利用這一特性,分析了頻差法測索力的精度和適用范圍。
  4. 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
  5. Study on factors influential in metro shield tunnel segment joint bending stiffness

    地鐵盾構隧道管片接頭剛度影響因素研究
  6. Taking the bending stiffness, cable sag and cable inclination into consideration, the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy. both the maximum modal damping ration and the optimal damper size are obtained, then the practical suggestions are proposed for the design of the dampers. the space nonlinear vibration equations of the cable - damper system are derived, and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology

    綜合考慮了拉索抗彎剛度、垂度的影響,研究了粘彈性阻尼器對斜拉橋拉索的空間振動控制,聯合中心差分方法及狀態空間法,得出了拉索麵內、外振動各階模態可能達到的最大阻尼比及相應的最優阻尼器系數,並對斜拉橋拉索的阻尼器設計提出了參考建議:考慮拉索抗彎剛度、垂度及幾何非線性,導出了索-阻尼器系統的空間振動非線性方程組,結合newmark方法及偽力( pseudo - force )方法,創新地提出了求解非線性方程組的雜交方法,根據拉索-阻尼器系統的阻尼特性,在各種荷載作用下,對索-阻尼器系統的非線性瞬態振動響應進行了研究,從系統響應的角度更加直接地驗證了阻尼器的控制效果。
  7. High - rise structure is a kind of structures whose height - to - width ratio is quite large with comparatively flexible bending stiffness

    高聳結構是一種高寬比較大,結構抗彎剛度相對較柔的構築物。
  8. But this time, the authors considered more factors that can influence the precise, which include plastic resistant moment of special - shaped columns, bending stiffness of beams and cracking of walls. then, the equivalent width of diagonal strut is worked out. based on above results, the bar system model is used to calculating the internal force of the structure and the results were match the testing data basically

    給出結構的簡化計算方法,本文利用砌塊墻體的斜壓桿等效原理,並考慮了異形柱的塑性抵抗矩、 0梁的抗彎能力以及馬牙搓連接等多種因素,解出了斜壓桿的等效寬度,在此基礎上按桿系模型對結構進行了簡化靜力驗算,結果與試驗基本相符。
  9. This formula can be reduced to the classic bending stiffness formula with the special conditions, and explain why the bending stiffness of swnt can not be obtained by classic formula

    該公式能在極限條件下很好的還原為經典彈性力學中的抗彎剛度公式,並清楚地反映單壁碳納米管抗彎剛度不能由經典彈性力學抗彎剛度公式計算的本質原因。
  10. The static measurement includes weight, center of gravity, static lead lag, bending stiffness and torsion stiffness

    靜態測量包括重量,重心,靜前沿滯后,彎曲鋼度,和扭區鋼度。
  11. The formula of bending stiffness of single - walled carbon nantubes ( swcn ) has been derived via molecular mechanics based on analysing the special structure of swnt, and the value calculated from this formula is in excellent agreement with effective bending stiffness

    摘要通過對單壁碳納米管的獨特結構的仔細分析,運用分子力學方法,得到了單壁碳納米管抗彎剛度的計算公式,其結果與目前公認的單壁碳納米管的有效抗彎剛度吻合得很好。
  12. 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。
  13. Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading. it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking. the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly, correspondingly moment - torque redistribution occurs

    由於過柱子次梁、邊主梁的開裂以及樑上次梁(包括樓板)的開裂,使得過柱子次梁的抗彎剛度和邊主梁樑上次梁板組合剛度發生了明顯的變化,導致產生彎扭重分配,一般情況下,組合剛度與過柱子次梁抗彎剛度的比值增大,邊主梁所受扭矩增加,反之,邊主梁所受扭矩減小。
  14. Testing of paper and board - determination of the bending stiffness - part 1 : length of natural frequency method

    紙和紙板的試驗.測定抗彎剛度.第1部分:固有頻率長度
  15. 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。
  16. Paper and board tests. determination of bending stiffness resonance method

    紙張和紙板試驗.抗彎強度測定
  17. The main work of this thesis includes : 1. using energy theory, the cable sag and bending stiffness effects are investigated on the determination of cable tension forces through cable ' s fundamental frequency. based on the curve fitting, the practical formulas are proposed where the cable tension can be easily estimated using measured fundamental frequency

    本文的主要工作包括: 1 .考慮拉索的垂度和抗彎剛度對基頻的影響,用能量的方法,並輔以曲線擬合,提出了由基頻計算索力的實用公式,公式與理論解的誤差在以內,並對公式的適用范圍進行了討論。
  18. The test results confirm that ferrocement can be used to significantly increase the flexural capacity, raise crack - resisting capacity and improve the bending stiffness of rc beam

    試驗結果表明,鋼絲網復合砂漿薄層可以明顯地提高鋼筋混凝土梁的抗彎承載力,提高抗裂性能,增強構件的抗彎剛度。
  19. Guide to general principles for determination of the bending stiffness of paper and board by static methods

    採用靜態法測定紙和紙板彎曲剛度一般原則指南
  20. However, the taut string theory may cause unacceptable errors in many applications by ignoring the cable sag and bending stiffness

    但弦理論沒有考慮拉索的垂度和抗彎剛度,在很多實際應用中將帶來不可接受的誤差。
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