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Time dependent simulation of single degree of freedom system
Posted 2020年1月13日 GMT-5 01:20 Structural & Acoustics, Acoustics & Vibrations, Structural Mechanics 1 Reply
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I use the lumped mechanical system interface to solve a single-degree-of-freedom system transient simulation. The harmonic frequency is the system natural frequency. Why does the steady-state acceleration in the calculation result change? As shown below.
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