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。
The viscoelastic damping control of steady-state harmonic response of stiffened plate is studied by using modal superposition method.
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。
In the analysis resonant frequency, modal loss factor and harmonic response of structures are studied.
然后利用简谐响应分析的方法探讨了结构对频域上不同频率激励荷载的的敏感程度。
Then, different sensitivity of latticed domes to various impulses in frequency domain is studied by applying harmonic lods.
研究静水中铰接塔平台在简谐地震作用下的动力响应特性。
The paper studies the dynamic response of an articulated tower platform (ATP) in the still water under harmonic earthquake loadings.
应用无因次理论，对简谐激励下两自由度无阻尼响应的性状分类及配伍规律作了一般的分析。
Applying the theory, the paper analyses generally the kinds of feafures and composures of forced responses of the dampingless two-DOF system excited by harmonic forces.
运用分段线性系统分析理论，研究间隙约束的悬臂梁振动系统在简谐激励下系统稳态响应的动力学行为。
Using piecewise linearity system theory, the harmonic excitation nonlinear response of clearance restriction cantilever beam system was researched.
而其谐响应分析，则预测了壳体在动力装置这一外在简谐激励下的稳态响应。
The harmonic analysis will forecast the shell 's stable response to the external harmonic inspire prompting-the driver device.
讨论测温热路对简谐流体温度的响应，导出其传递函数。
Discussing the response of a measuring circuit to the harmonic fluid temperature, a transfer function has been got in this paper.
文中对刚性的动力基础，在简谐荷载的作用下，对于不同频率、不同压缩层厚度和基础埋深等动力响应进行了计算与探讨。
The forced harmonic load response of the stiff vibration foundation is studied for different frequencies, layer depths and foundation embedments.
计算了简谐激励下的响应，并与实测的结果进行了比较分析。
Theresponse under harmonic excitation is computed and compared with the test result.
通过数值求解所得的积分方程，得到单桩在水平简谐载荷作用下的动力响应。
After the numerical solution of the integral equation, the dynamic response of the pile subject to harmonic horizontal load can be obtained.
研究正弦力场下的随机行走问题，是解释系统对于简谐微扰的响应的关键。
It is crucial to study the random walk behavior under a sinusoidal force field for the explanation of the response of system under harmonic disturbances.
研究正弦力场下的随机行走问题，是解释系统对于简谐微扰的响应的关键。
It is crucial to study the random walk behavior under a sinusoidal force field for the explanation of the response of system under harmonic disturbances.
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