viscoelastic response

Steady Response of Infinite Plate on Viscoelastic Kelvin Foundation to Moving Load

运动负荷下粘弹性Kelvin地基上无限大板的稳态响应

Dynamical Response of One Dimension Liquid Saturated Viscoelastic Porous Medium Layer

一维流体饱和粘弹性多孔介质层的动力响应

This paper developes a boundary element method for transient response of two& dimensional viscoelastic structures in terms of the Laplace transform and inversion technique.

本文应用直接边界单元法结合Laplace变换和反变换技术，建立了粘弹性结构动态响应分析的一个较好的数值求解方法。

The main focus of this paper is put on the investigation of reducing the unbalance response of a rotor-shaft system by using a suitable polymeric or viscoelastic bearing support.

在考虑频率参数的条件下，计算了粘弹性支撑参数的变化规律，设计了计算转子轴系统不平衡响应的程序。

In this paper the theory and computation of finite element method is discussed for solving seismic response in anisotropic viscoelastic media, the relations between the attenuation factor and viscosity are presented.

本文论述准各向异性粘弹波动方程有限元数值解地震波响应的原理与计算方法，并给出地震衰减因子与方程中粘滞系数的计算关系式。