Some reasons of the difference and the reliability of the down-stream boundary condition ( 7 ) are discussed . The fluid in up layer is ideal and the lower layer is the Voigt model of the viscoelastic medium .

因而，文中还讨论了理想流体流动下游边界条件（7）的近似性并提出了 进一步 改进的设想。

Fluid-saturated porous rock can be described by using generalized Voigt three-parameter model and Cole-Cole distribution .

对于由初隙液体饱和的多孔岩石可以用普遍化的 Voigt三参数 模型和Cole－Cole分布描述。

Theoretical Solution to Symmetrical Consolidation of Saturated Clays With Generalized Voigt Model

广义 Voigt 模型 模拟的饱和土体轴对称固结理论解

Under Voigt model Barsch ( 1968 ) and Johnson ( 1985 ) gave the formula of nonlinearly elastic ( constitutive ) relations for isotropic aggregates of cubic crystallites and orthorhombic aggregates of cubic crystallites respectively .

在 Voigt 模型下，Barsch（1968）和Johnson（1985）分别给出了立方晶粒各向同性集合和正交集合的非线性弹性本构关系。

As regards the model randomness model with constant complex modules Kelvin_ Voigt model and standard rheologic model with three parameters are considered respectively .

在模型的随机性中分别考察了常复数模型、Kelvin Voigt 模型和三参数标准流变学模型。

A viscoelastic type connection isolator ( damper ) made of elastomeric material is presented in this paper as passive aseismic protection system and a Kelvin Voigt type model was adopted to simulate the behavior of the connection .

用橡胶材料制成的粘弹性隔震器（阻尼器）作为结构抗震的被动控制，其 控制器的行为用 Kelvin-Voigt-type 模型来模拟；

Based on the VOIGT REUSS model stress changes of crack phase of reinforced concrete cylinder silo was analysed in the paper .

在 VOIGT－REUSS 模型的基础上， 建立钢筋混凝土粮食筒仓壁开裂状态下的应力应变关系。

In this paper the solutions to symmetric consolidation of saturated viscoelastic clays are derived with the generalized Voigt model taking account of peripheral smear of a drain well under free strain condition and peripheral smear and resistance under equal vertical strain condition .

本文采用广义 Voigt 模型，导出了自由应变条件下考虑井边涂抹作用，等垂直应变条件下考虑涂抹和井阻作用的饱和粘弹性土体轴对称固结理论解。

The muscle is taken as a non compressible Voigt Kelvin viscoelastic fluid model on the assumption of moving in a radial direction and on spherical symmetry a theoretical model proposed using the basic equations of the non Newtonian fluid mechanics .

通过将肌肉组织 简化为不可压缩的 VoigtKelvin粘弹性流体 模型，在球对称和 纯径向运动的假设条件下，应用非牛顿流体力学的基本方程建立了一种计算 瞬时 空腔发展的理论模型；

The dynamic analysis of viscoelastic simple supported beam has been made in accordance with the relationship between stress and strain expressed by the Voigt mechanical model as well as several analysis expressions have been obtained .

本文利用 Voigt力学 模型对粘弹性简支梁进行动力分析，得到了梁的 自由 振动与强迫 振动的若干解析解的表达式.并与S。

Vibration of inhomogeneous viscous - elastic pile embedded in layered soils with general Voigt model

成层广义 Voigt地基中粘弹性桩纵向振动分析与应用

Using Voigt model Morris and Sayers gave elastic constitutive tensor for an orthorhombic aggregate of cubic crystallites ; however Huang derived elastic constitutive tensor for an anisotropic aggregate of cubic crystallites .

基于 Voigt 模型，Morris和Sayers给出了立方晶粒正交集合的弹性本构关系，Huang则给出了立方晶粒各向异性集合的弹性本构关系。

The interface between pile and soil was simulated by Voigt model and the analytical relationship of settlement and time of single pile in homogeneous soil was obtained by the method of separating variables .

将桩周土对桩的作用 简化为 Voigt 体 模型，建立了均质地基中考虑土体 粘 弹性的单桩 静力 平衡方程， 成功地将时间因素与单桩的沉降联系起来。

With Laplace transformation the solution for longitudinal vibration of a pile with variable cross-section is derived when surrounding soil is simulated respectively with normal Voigt model and normal Maxwell model .

采用拉氏变换法分别得到了标准 Voigt 模型和标准Maxwell模型 条件下 成 层土中任意 段变截面桩纵向振动解。

The principal contents and detailed work are shown as follows : ( 1 ) Based on Voigt model the vertical free vibration of single pile with exposed cushion cap is theoretically investigated considering the viscosity of pile material .

主要工作如下：（1）基于 广义 Voigt 模型，在考虑桩身材料 阻尼的情况下，研究带明 置承台单桩的竖向自由振动问题。

The fluid in up layer is ideal and the lower layer is the Voigt model of the viscoelastic medium .

上层为理想流体，下层为粘弹性 Voigt 体。