axial cable 中文意思是什麼

axial cable 解釋
中心繩
  • axial : adj. 1. 軸的。2. 成軸的。3. 軸周圍的，軸向的。adv. -ly 在軸的方向，與軸平行地。
  • cable : n 凱布爾〈姓氏〉。n 1 【造船】錨鏈，錨索，（周長10英寸以上的）左捻三根三股索；粗索，巨纜；鋼絲繩...
  1. Wind - induced vibration control of cable by axial support motion

    支座軸向運動控制拉索風致振動的研究
  2. Vibration response of cables in cable - stayed spatial structures under axial excitation

    軸向激勵下斜拉索大幅振動分析
  3. He is instrumental in developing the tri - axial hts power transmission cable

    他是高溫超導三相同軸電纜的主要研發人之一。
  4. February 12, new york - washington co - axial cable circuits opened for television transmission on an experimental basis

    2月12日，紐約至華盛頓的同軸電纜試驗性開通，這種電纜專用於電視信號傳輸。
  5. A detailed model of non - linear parametric excitation vibration coupling the stay cable and the girder, in which the static sag as well as the geometric non - linearity are considered, is proposed in this paper. based on several numeric examples investigated by the galerkin method composed with the integration strategy, several kinds of factors effecting stay cable parameter vibration are studied. another parameter vibration model by the axial excitation is presented and the corresponding nonlinear equations are derived

    本文創新地提出了斜拉橋拉索-橋面耦合參數振動模型，推導了索-橋耦合非線性參數振動方程組，聯合galerkin法及數值積分方法，對各種特性的拉索進行了數值求解，得出了影響拉索參數振動的各種因素；提出了斜拉索受軸向端激勵參數振動模型，導出了模型的非線性振動方程，使用諧波平衡法得出了產生參數振動需要的最小激勵幅值、共振時瞬態及穩態的振動幅值及索拉力的變化特性，並用數值積分方法對實際斜拉橋拉索進行了計算，分析了拉索阻尼對參數振動的影響。
  6. Test method for axial load temperature cycling of drop cable connector interface

    分接電纜連接器介面的軸向負荷溫度循環試驗方法
  7. Test method for axial pull connector drop cable

    軸拉連接器用戶引入電纜的試驗方法
  8. 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

    本文分析了大跨徑斜拉橋幾何非線性的主要影響因素，包括斜拉索的垂度效應、彎矩與軸向力組合效應和大變形效應，同時對目前斜拉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。
  9. By fully analysis of two real cable - stayed bridges, following conclusions have been reached : 1 ) under dead loads the sag of inclined cable stayed is the main point of geometric nonlinear behaviors of cable - stayed bridges, and the effects of the interaction of large bending and axial deformation in bending members and the large displacement are relatively small

    通過理論分析和實例計算，本文得出以下結論： 1 ）在恆載作用下，斜拉索的垂度效應是幾何非線性的主要來源，組合效應、大變形效應的影響相對較小，若僅僅進行線性分析，則計算所得結果的誤差會很大。
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