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模态叠加法的英文

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"模态叠加法"怎么读用"模态叠加法"造句

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  • mode superposition method

例句与用法

  • Mode superposition method
    模态叠加法
  • Using method of modes accumulation and continuity of displacements and velocities of components in mesh stiffness change , system vibration was calculated
    采用模态叠加法和系统在轮齿啮入及啮出时位移和速度连续的条件,获得系统动响应。
  • Multi - flexible body dynamics is introduced into crankshaft computing , and diesel engine crankshaft dynamics simulation model is established combined with finite element method and modal superposition method
    摘要将多柔体动力学方法引入到曲轴计算中,并结合有限元法和模态叠加法建立柴油机曲轴动力学仿真模型。
  • A numerical approach and a novel analytical solver are used to solve the governing equation of cantilever beam actuated by electrostatic force , and dynamic responses of the cantilever are calculated by mode - superposition
    摘要给出了一种静电力作用下微悬臂梁控制方程的数值求解方法,提出了求解该模型的近似解析式和修正解析式,并采用模态叠加法计算微梁的动响应。
  • In the chapter 2 , based on elastic mechanics and variation principle , the fundamental and process of static and dynamic fem is presented , placing special emphasis on the modal superposition method
    第二章根据弹性力学和变分原理,系统总结了有限元法求解静力学、动力学问题(包括特征值、动力响应问题等)的基本原理和步骤,并重点对模态叠加法求解动力,响应问题作了阐述。
  • Abstract : according to the deep analysis of the typical punching process , the loading charts and the amplitude - frequency curves of straight side cnc turret press frame are obtained . in the end the dynamic response of a typical process is calculated using modal superposition method by fem software marc and the static and dynamic stress of some nodes is compared as well
    文摘:根据板料冲裁时的工作负荷图确定了数控回转头压力机的动载荷谱,并通过傅立叶展开,获得了压力机的幅频谱,最后通过marc软件采用模态叠加法计算了典型冲裁时机身的动态响应,分析了其动态特性,并对特征点的动静态应力进行了比较。
  • ( 三 ) under the dynamic load of the explosion , the numeric analysis has been done and achieve the rule as follow : ( 1 ) when the frequency of vibration is 0 . 3hz , the acceleration of the slopes top gets the maximum ; so 0 . 3hz is believed the natural frequency of the slope as a whole ; ( 2 ) the vibration of explosion can been magnified because of the condition of the landform , when the relative altitude is up to 45m , the acceleration of horizon gets the maximum ; when the relative altitude is up to 100m , the absolute value of acceleration and the deformation of horizon is larger than that in the bottom of the slope ; ( 3 ) in the period of forced vibration , at the top of the slope , the acceleration of horizon become larger and larger ; at the middle part of the slope , it becomes smaller ; ( 4 ) when the explosion velocity of is much little , the shallow part destruction is the primary deformation of the slope
    (三)采用模态叠加法针对爆破动力作用,进行边坡的动力响应分析,得出了以下结论: ( 1 )振动频率为0 . 3hz时,坡面顶部水平向加速度峰值最大;综合考虑,可认为该边坡的自振频率为0 . 3hz左右; ( 2 )地形对爆破地振动存在放大作用,研究剖面的坡面,水平向加速度及位移在地形相对高差45米左右最大,而后随相对高差的增高而减小,相对高差为100米时,水平向位移及加速度绝对值均大于坡脚; ( 3 )强迫振动段,水平向加速度值随时间变化的规律为:坡顶节点总的变化趋势是越来越大,而坡体中部节点的变化趋势是越来越小; ( 4 )当爆破振速较小时,变形破坏的形式表现为坡顶表面滑塌型。
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