Analysis of random response of monodirectional eccentric vibration-isolative structure was conducted by means filtered white-noise earthquake model and virtual excitation.

 
  • 摘要利用過(guò)濾白噪聲地震動(dòng)模型,應用虛擬激勵法對單向偏心隔震結構進(jìn)行了隨機響應分析。
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