Buckling Analysis of Inclined Beam-Column Structures by Using Differential Transform Method (DTM)

机译：使用差分变换方法（DTM）屈曲分析倾斜光束柱结构

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In this work a classical structural element inclined beam-column has been analyzed for two boundary conditions by applying a semi-analytical numerical technique differential transform method (DTM). Eigenvalues related to critical load and length, and deflection curves are presented for pinned-pinned and clamped-pinned end condition cases.

机译：在该作业中，通过应用半分析数值差分变换方法（DTM）来分析经典结构元件倾斜光束柱。呈现与临界负载和长度相关的特征值以及偏转曲线，用于固定固定和夹紧固定的端部条件情况。

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《International Conference on Mechanical and Aerospace Engineering》|2013年||共5页
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Ayse Ozkan; Ibrahim Ozkol;
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中图分类 TB3-53;
关键词
Buckling; Inclined beam-column; Eigenvalue; Critical load; Boundary conditions; Differential transform method (DTM);

机译：屈曲;倾斜光束柱;特征值;临界负荷;边界条件;差分变换方法（DTM）;

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2. Buckling and post-buckling analysis of extensible beam-columns by using the differential quadrature method [J] . Zhangxian Yuan, Xinwei Wang Computers & mathematics with applications . 2011,第12期

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3. Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method [J] . Golfam Behnam, Nazarimofrad Ebrahim, Zahrai Seyed Mehdi Applied Mathematical Modelling . 2018,第NOVa期

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4. Buckling Analysis of Inclined Beam-Column Structures by Using Differential Transform Method (DTM) [C] . Ayse Ozkan, Ibrahim Ozkol International Conference on Mechanical and Aerospace Engineering . 2013

机译：使用差分变换方法（DTM）屈曲分析倾斜光束柱结构
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Buckling Analysis of Inclined Beam-Column Structures by Using Differential Transform Method (DTM)

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