Nonlinear stochastic response analysis of viscoelastic damper-connected adjacent multi-story buildings under earthquake excitation is performed in this paper using the equivalent linearization method.

本文用随机等价线性化方法探讨了相邻结构之间用粘弹性阻尼器连接后的非线性随机地震反应。

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Numerical results show that the accelerations of soil matrix and porous fluid have little effect on the dynamic response of viscoelastic seabed.

数值计算表明土骨架和孔隙流体的加速度对粘弹性海床动力响应的影响极小。

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Effects of the viscoelastic boundary supports on the vibration response of the vibrating plate are discussed by an example.

通过算例研究和讨论了粘弹性边界支承对板的振动响应的影响。

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