On account of the energy wastage in foundation deformation, dynamic responses of CRCP on viscoelastic foundation under transient and moving load are analysed by making use of viscoelasticity and the formulae are presented to research the behaviors of CRCP.
考虑地基变形过程中的能量耗散效应，根据粘弹性理论、研究了粘弹性地基上CRCP在冲击和运动荷载作用下的动态响应，求得了相应的解析解。
参考来源 - 连续配筋混凝土路面静动力学计算与分析·2,447,543篇论文数据，部分数据来源于NoteExpress
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。
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