Free vibration analysis of plates resting on elastic foundations using modified Vlasov model

被引：11

作者：

Ayvaz, Yusuf ^{[1
]}

Oguzhan, Celal Burak ^{[2
]}

机构：

[1] Karadeniz Tech Univ, Dept Civil Engn, TR-61080 Trabzon, Turkey

[2] 12 Reg Directorate State Hydraul Works, TR-38060 Kayseri, Turkey

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2008年 / 28卷 / 06期

关键词：

modified Vlasov model; plates; elastic foundation; free vibration; parametric analysis;

D O I：

10.12989/sem.2008.28.6.635

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An application is presented of a modified Vlasov model to the free vibration analysis of plates resting on elastic foundations. The effects of the subsoil depth, the ratio of the plate dimensions, the ratio of the subsoil depth to the plate dimension in the longer direction, and the value of the vertical deformation parameter within the subsoil on the frequency parameters of plates on an elastic foundation are investigated. This analysis has been caried out by the aid of a computer program. The first ten frequency parameters are presented in tabular and the graphical forms to evaluate the effects of the parameters considered in this study. Then mode shapes corresponding to the first six of the frequency parameters are given in graphs. It is concluded that the effect of the subsoil depth on the frequency parameters of the plates on an elastic foundation is generally larger than those of the other parameters considered in this study.

引用

页码：635 / 658

页数：24

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