Response of forced Euler-Bernoulli beams using differential transform method

被引：1

作者：

Catal, Seval ^{[1
]}

机构：

[1] Dokuz Eylul Univ, Dept Civil Engn, Fac Engn Appl Math, Izmir, Turkey

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2012年 / 42卷 / 01期

关键词：

differential transform method; forced vibration; partial differential equations; natural frequencies; FREE-VIBRATION; ELASTIC SOIL;

D O I：

10.12989/sem.2012.42.1.095

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, forced vibration differential equations of motion of Euler-Bernoulli beams with different boundary conditions and dynamic loads are solved using differential transform method (DTM), analytical solutions. Then, the modal deflections of these beams are obtained. The calculated modal deflections using DTM are represented in tables and depicted in graphs and compared with the results of the analytical solutions where a very good agreement is observed.

引用

页码：95 / 119

页数：25

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