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cable sag中文是什么意思

  • 繩擻度
  • 繩索撓度

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  • 例句與用法
  • The cable sag caused by cable dead weight is vertical .
    由鋼索自重引起的垂度是豎向的。
  • 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(yīng)用中將帶來不可接受的誤差。
  • Chapter 4 time - dependent computational simulation of the response of cable - suspension feed system in gusty wind based on the time - independent structure finite element method , and with consideration of the movement laws of cabin , a 3 - d time - dependent structure finite element model formulated by a new method named iss method ( instantaneous structure supposition method ) to deal with the vibration response of cable - suspension feed system in gusty wind is presented . in the model , all sources of geometric non - linearity , cable sag and changes of cable geometry due to large displacement , are fully considered
    基于時不變結(jié)構(gòu)的有限單元法,在綜合考慮饋源艙運動規(guī)律的基礎(chǔ)上,提出了時變系統(tǒng)的瞬時結(jié)構(gòu)假定法,通過將懸索離散為索桿單元,建立了系統(tǒng)的時變有限元模型,該模型充分考慮了懸索的垂度和大變形等幾何非線性因素,應(yīng)用ne 。
  • 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(lián)合中心差分方法及狀態(tài)空間法,得出了拉索面內(nèi)、外振動各階模態(tài)可能達到的最大阻尼比及相應(yīng)的最優(yōu)阻尼器系數(shù),并對斜拉橋拉索的阻尼器設(shè)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(dǎo)出了索-阻尼器系統(tǒng)的空間振動非線性方程組,結(jié)合newmark方法及偽力( pseudo - force )方法,創(chuàng)新地提出了求解非線性方程組的雜交方法,根據(jù)拉索-阻尼器系統(tǒng)的阻尼特性,在各種荷載作用下,對索-阻尼器系統(tǒng)的非線性瞬態(tài)振動響應(yīng)進行了研究,從系統(tǒng)響應(yīng)的角度更加直接地驗證了阻尼器的控制效果。
  • 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(fā)現(xiàn)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。
  • 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,并輔以曲線擬合,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(nèi),并對公式的適用范圍進行了討論。
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