The example results at the end of the paper show that the given formulas are correct and they can be used for analyzing viscoelastic foundation beam in different kinds of engineering.
文末的工程实例表明,所建立的力学模型正确,可用于对各种工程中的基础梁分析。
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.