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
英文翻译手机版
- mode superposition method
- "模态"英文翻译 modal; modality
- "叠加法"英文翻译 method of superposition; sup ...
- "模态叠加" 英文翻译 : modal superposition
- "态叠加原理" 英文翻译 : principle of superposition of states; quantum superposition; superposition principle of state
- "叠加法" 英文翻译 : addition method; additive method; method of superposition; mode of superposition; summation method; superposition method
- "电压叠加法" 英文翻译 : voltage addition method
- "叠加法则" 英文翻译 : concept of superposition; superposition law
- "光学叠加法" 英文翻译 : optical overlay method
- "流量叠加法" 英文翻译 : flow superposition method
- "绕射叠加法" 英文翻译 : diffraction stack
- "三色叠加法" 英文翻译 : three-colour additive method
- "时移叠加法" 英文翻译 : rieberize
- "延迟叠加法" 英文翻译 : delay-and-sum method
- "彩色模拟叠加法" 英文翻译 : color mimicry
- "静不定梁和轴一叠加法" 英文翻译 : statically indeterminate beams and shafts--method of superposition
- "有限差分偏移叠加法" 英文翻译 : finite-difference migration
- "模态" 英文翻译 : modal; modality
- "叠加" 英文翻译 : composition; overlying; superimposition; superposition; superimposing; repeated addition; [计算机] push-down; overlay◇叠加法 method of superposition; superposition method
- "加法" 英文翻译 : [数学] addition; additive
- "π模态" 英文翻译 : pi mode
- "单模态" 英文翻译 : single mode
- "多模态" 英文翻译 : fiber optic connectors multimode fc/pc
- "复模态" 英文翻译 : complex mode
- "模态,模型" 英文翻译 : model
- "模态的" 英文翻译 : modal
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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