A two-dimensional vehicle-pavement system is modeled with the two DOF quarter vehicle suspension and a beam on viscoelastic foundation.
采用二自由度四分之一汽车悬架和粘弹性地基梁模型建立了二维汽车-路面系统。
In this paper, a general solution for quasistatic bending of viscoelastic circular (ring) thin plate rested, on viscoelastic foundation is given.
本文给出了粘弹性基支粘弹性圆（环）形薄板准静态弯曲的一般解法。
This paper discusses dynamic response of rectangular plates with free edges on viscoelastic foundation under moving loads and gives an approximate solution.
本文首先研究了粘弹性地基上四边自由矩形板在运动载荷作用下的动态响应问题，得到了问题的近似解答。
This paper is absorbed in the research of the nondestructive testing theory about airport rigid pavements, which is on semi_infinit e viscoelastic foundation to moving load.
以一种新的、更符合实际的力学计算模型-移动荷载下粘弹性地基板系统来研究场道的无损检测理论。
The viscoelastic simple beam is taken as the mechanical model of flexible foundation with beam-wise.
本文以均匀粘弹性简支梁作为梁形柔性基础的力学模型。
In this paper, the vertical forced vibration of dynamic foundation on viscoelastic layered half space was studied in detail.
本文较深入地研究了层状粘弹性半空间上刚性圆形基础的垂直振动问题。
A semi analytical procedure for determining the dynamic flexibility coefficient of the three dimensional viscoelastic non homogeneous foundation is developed.
应用样条半解析法求解非均质粘弹性地基的动力柔度系数。
In special, the effects of the foundation and damage on the dynamical behaviors of viscoelastic Timoshenko beams were considered.
特别，考察了基础和损伤对粘弹性梁的动力学行为的影响。
In special, the effects of the foundation and damage on the dynamical behaviors of viscoelastic Timoshenko beams were considered.
特别，考察了基础和损伤对粘弹性梁的动力学行为的影响。
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