FREE-VIBRATIONS OF TIMOSHENKO BEAMS ON 2-PARAMETER ELASTIC-FOUNDATION

被引：77

作者：

DEROSA, MA

机构：

[1] Department of Structural Engineering and Soil Mechanics, Faculty of Engineering, University of Basilicata, Potenza, 85100

来源：

COMPUTERS & STRUCTURES | 1995年 / 57卷 / 01期

关键词：

D O I：

10.1016/0045-7949(94)00594-S

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The free vibration frequencies of Timoshenko beams on two-parameter elastic foundation are examined. Two variants of the equation of motion are deduced, in which the second foundation parameter is a function of the total rotation of the beam or a function of the rotation due to bending only, respectively. Both axial flexibilities and rotational flexibilities of the constraints are taken into account, and some numerical examples allow us to draw certain conclusions about the different behaviour of the two proposed foundation models.

引用

页码：151 / 156

页数：6

共 7 条

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[No title captured]

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