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cantilevered bending中文

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用"cantilevered bending"造句"cantilevered bending"怎麼讀
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  • 懸臂彎曲
例句與用法
  • The out - of - plane stability of bending beam , which is made up with 2 beams and loaded by non - directional force , is studied . the bending and torsional deflection differential equation of each beam is established in critical condition . according to compatibility conditions of deformation , the characteristic equation is obtained to calculate out - of - plane stability of the cantilever bending beam
    對兩節梁組成的彎曲梁在非保向力作用下的平面外失穩問題進行了研究,通過建立每節梁臨界狀態下彎曲和扭轉變形微分方程,根據桿件變形的邊界條件以及桿件之間的變形協調關系,得出了一端固定一端懸臂的彎曲梁在非保向力作用下平面外失穩的特征方程。
  • 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
    本文采用了更接近實際的力學模型,主結構采用彎曲剛度,子結構采用剪切剛度,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,并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。
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