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Free transverse vibration analysis of single-stepped Timoshenko and Euler-Bernoulli beams using the modified Hencky bar-chain model

机译：使用改进的Hencky Bar链模型的单阶段Timoshenko和Euler-Bernoulli梁的自由横向振动分析

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Slaviša Šalinić;
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1. Application of Hencky bar-chain model to buckling analysis of elastically restrained Timoshenko axially functionally graded carbon nanotube reinforced composite beams [J] . Rezaiee-Pajand M., Mokhtari M., Hozhabrossadati S. M. Mechanics Based Design of Structures and Machines . 2019,第1a6期

机译：Hencky条形型模型在弹性束缚Timoshenko轴向功能梯度碳纳米管增强复合梁屈曲分析中的应用
2. A new fractional nonlocal model and its application in free vibration of Timoshenko and Euler-Bernoulli beams [J] . Rahimi Zaher, Sumelka Wojciech, Yang Xiao-Jun European Physical Journal Plus . 2017,第11期

机译：Timoshenko和Euler-Bernoulli梁自由振动中的一种新的分数非函数模型及其应用
3. Free Transverse Vibration Analysis of Axially Functionally Graded Tapered Euler-Bernoulli Beams through Spline Finite Point Method [J] . Liu Peng, Lin Kun, Liu Hongjun, Shock and vibration . 2016,第pta4期

机译：样条有限点法分析轴向功能梯度锥形Euler-Bernoulli梁的自由横向振动
4. Transverse Free Vibration of Rotating Non-uniform Euler-Bernoulli Beams Using the Adomian Modified Decomposition Method [C] . Desmond Adair Boeing Gordon Center for Systems Engineering;Israel annual conference on aerospace sciences . 2015

机译：旋转非均匀Euler-Bernoulli梁的横向自由振动的Adomian修正分解方法
5. Comparative Spectral Analysis of Flexible Structure Models: The Euler-Bernoulli Beam Model, the Rayleigh Beam Model, and the Timoshenko Beam Model [D] . Nguyen, Anhhong Rose 2017

机译：柔性结构模型的比较光谱分析：Euler-Bernoulli梁模型，Rayleigh梁模型和Timoshenko梁模型
6. Axial–transversal coupling in the free nonlinear vibrations of Timoshenko beams with arbitrary slenderness and axial boundary conditions [O] . Stefano Lenci, Giuseppe Rega -1

机译：Timoshenko梁在任意细长和轴向边界条件下的自由非线性振动中的轴向-横向耦合
7. Transverse free vibration of rotating non-uniform euler-bernoulli beams using the adomian modified decomposition method [O] . Adair D. 2014

机译：旋转非均匀欧拉-bernoulli梁的横向自由振动的Adomian修正分解方法
8. Flexural Vibrations in Uniform Beam-Columns According to the Modified Timoshenko Theory [R] . Fontenot, L. L. 1962

机译：根据改进的Timoshenko理论在均匀梁柱中的弯曲振动

Free transverse vibration analysis of single-stepped Timoshenko and Euler-Bernoulli beams using the modified Hencky bar-chain model

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