• The modal response of liquid slosh in horizontally cylindrical container was investigated.

    以油罐车为背景,研究平放柱箱液体晃动的模态响应。

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  • The decrement of higher modal response of the rotor system is lost when damper mass-factor exceeds a limiting range.

    当质量参数超出某有效区间时,系统将失去对高阶模态响应的衰减作用。

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  • The principle of piezoelectric modal sensor is introduced and formulas of calculating modal response by using measured piezoelectric outputs are given.

    介绍了压电模态传感器的实现原理,并给出了由实测压电单元输出得到结构模态响应的计算公式。

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  • Based on the modal analysis of piezoelectric laminated plates, a FEM based inverse algorithm is presented for the time history of impact loads by piezoelectric modal response.

    基于对智能层合板结构的模态分析,提出由结构的压电模态响应反演瞬态荷载时间历程的有限元方法。

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  • This algorithm is used to obtain the response values of the low-degree modal information and the high-degree modal response values approximately in terms of the lower degree modal information.

    使用这种算法不仅可得到低阶模态的响应值,还可利用较低阶模态信息得到高阶模态的响应近似值。

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  • "People have a modal, rote response" to a favor request, says Prof. Flynn, which is: "Yeah, sure, what is it?"

    弗林说,对于帮忙的请求,人们有种典型的反应模式,就是“好的,没问题,要帮什么忙? ”?

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  • The application is modal, which means it only performs work synchronously in response to a client request that is received using HTTP/IIOP or JMS.

    此应用程序是模态的,这意味着只能同步执行工作来响应通过HTTP/IIOP或JMS接收的客户机申请。

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  • The identification of modal parameters of a vibration system by means of random response and free response signal is discussed.

    本文讨论利用振动系统的随机响应和自由响应信号识别系统模态参数问题。

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  • Some applications on fem in the micro loudspeaker modal analysis and the acoustic response simulation are introduced.

    介绍了有限元法在微型扬声器振膜模态分析以及声响应分析中的一些应用。

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  • We can get frequency response, power spectrum density (PSD), modal coordinates, etc. by modal analysis module of ADAMS.

    利用ADAMS做模态分析,可以求得频率响应、功率谱密度(PSD)、模态坐标等信息。

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  • At last, ITD method based on free acceleration response is used to identify mode parameters, frequencies and modal.

    最后利用基于加速度响应的ITD法识别结构的模态参数:频率和振型等。

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  • The testing of structural modal parameters is an important basis of dynamic response analysis and structural damage detection.

    结构模态参数的测试是进一步进行结构动力响应计算、结构损伤检测等的重要基础。

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  • Finally, in dynamic research, the impulsive loads of the frame are studied and dynamic response of the typical process is calculated and analyzed with modal superposition method.

    最后进行了动态分析,对冲击载荷进行了研究,采用模态叠加法对典型工艺的动态响应进行计算。

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  • In the analysis resonant frequency, modal loss factor and harmonic response of structures are studied.

    在分析中分别针对结构的固有频率、模态损耗因子以及简谐响应进行了研究。

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  • The viscoelastic damping control of steady-state harmonic response of stiffened plate is studied by using modal superposition method.

    应用模态叠加法研究了用粘弹性阻尼控制加筋板的稳态简谐响应。

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  • A time domain model developed using experimental modal parameters to simulate tire and vehicle dynamic performance was used to develop the transient response equation for different lateral inputs.

    在利用试验模态参数建立的轮胎侧向非稳态模型基础上,推导了用于计算不同侧向输入的时域瞬态响应公式。

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  • The modal and harmonic response analysis of the structure were implemented using the finite element analysis method with ANSYS software.

    使用有限元分析软件ANSYS对结构建模,并进行模态和谐响应分析。

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  • Based on modal perturbation method, a new approach is developed for solving the random seismic response of horizontal layered soil.

    基于模态摄动方法,提出了层状土层随机地震反应的近似分析方法。

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  • A complete set of calculating methods for complex modal analysis of nonlinear random response of structures with multi-degrees of freedom and base isolation are proposed.

    从而建立了多自由度隔震结构非线性随机响应复模态分析的一整套计算方法。

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  • The nature frequency, normal mode and dynamic response of gear system are studied by theoretical modal analysis method combined with experimental modal analysis method.

    采用试验模态分析和理论模态分析相结合的方法,研究了齿轮系统的固有特性和动力响应。

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  • The paper studies digital processing methods which identify structural modal parameters from structural random response.

    本文研究在未知激振力情况下,由结构随机响应识别结构模态参数的数字处理方法。

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  • Firstly, Routine analyses such as dynamic modal analysis, response spectrum analysis, buckling analysis were used to analyze the bridge.

    首先对昆玉河斜拉桥做了动力模态分析、反应谱分析、主塔及全桥稳定性分析等常规分析。

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  • The basic idea is that the strain field response can be regard as a superposition of the so called strain modes multiplied by corresponding time-dependent modal coordinate.

    其基本思想是:结构在承受动态载荷的作用时,其应变场可用所谓“固有的模态应变场”按某种比例的叠加来表达。

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  • This paper presents a synthesized model updating method using the modal parameters and frequency response functions(FRF) extracted from the vibration test data.

    文章提出了一种利用模态参数和由振动试验数据求得的频响函数来进行模型修正的方法。

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  • The response spectrum modal analysis is one of the methods used for analyzing damper-added structures.

    减震结构的分析方法之一是振型分解反应谱法。

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  • Based on the characteristics of wind loads and modal shape of grandstand arc roofs of large stadiums, a polar coordinate method for wind induced dynamic response analysis is proposed in this paper.

    根据体育场主看台弧形挑篷的风荷载和振型函数特点,提出并建立了极坐标下计算主看台弧形挑篷风致振动响应的方法。

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  • On the basis of the modal analysis, the nonlinear finite element is used to analyze the dynamic response of suspension pipe bridge to cross wind excitation.

    在模态分析的基础上,采用几何非线性有限元的分析方法,对悬索式管桥进行了横向风共振分析。

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  • The modal frequency response and its sensitivity analysis for the coupled system using the direct method and the eigenmodes.

    分别采用直接法和模态叠加法,计算声场-结构耦合系统的声压响应水平及其敏度。

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  • Displacement response to aerodynamic excitation is calculated based on the modal parameters and stress response is obtained by finite differencing of the displacement.

    然后根据模态参数计算叶片对气动激励的位移响应,并通过对位移响应的有限差分计算应力响应。

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  • It shows that the modal shape and mode frequency are highly coupled with the VIV response of a Marine riser with low mass ratio.

    该模型的计算结果表明,立管的模态振型、模态频率与涡激振动响应高度耦合,并且对于低质量比的情况尤为明显。

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