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Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

机译：旋转惯性及更高的模式对Timoshenko梁对双参数弹性基础的动态响应的影响

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Çağlayan HIZAL; Hikmet Hüseyin ÇATAL;
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1. Dynamic response of a functionally graded Timoshenko beam on two-parameter elastic foundations due to a variable velocity moving mass [J] . Esen Ismail International Journal of Mechanical Sciences . 2019,第期

机译：由于可变速度移动质量导致的双参数弹性基础上功能渐变TIMOSHONKO波束的动态响应
2. Vibrations And Stability Of Bernoulli-Euler And Timoshenko Beams On Two-Parameter Elastic Foundation [J] . P. Obara Archives of civil engineering . 2015,第4期

机译：两参数弹性地基上伯努利-欧拉和蒂莫申科梁的振动和稳定性
3. VIBRATIONS AND STABILITY OF BERNOULLI-EULER AND TIMOSHENKO BEAMS ON TWO-PARAMETER ELASTIC FOUNDATION [J] . P. OBARA Archives of Civil Engineering . 2014,第4期

机译：两参数弹性地基上BERNOULLI-EULER和TIMOSHENKO梁的振动和稳定性
4. VIBRATION OF TIMOSHENKO BEAM STRUCTURES RESTING ON A TWO-PARAMETER ELASTIC FOUNDATION SOLVED BY DQEM USING CHEBYSHEV DQ MODEL [C] . Chang-New Chen ASME pressure vessels and piping conference;PVP2008 . 2009

机译：基于Chebyshev DQ模型的DQEM求解的两参数弹性地基上的TIMOSHENKO梁结构的振动
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. Stress-Based FEM in the Problem of Bending of Euler–Bernoulli and Timoshenko Beams Resting on Elastic Foundation [O] . Zdzisław Więckowski, Paulina Świątkiewicz 2021

机译：基于应力的FEM在弹性基础上枕头 - 伯努利弯曲的弯曲问题问题
7. Nonlinear response of axially functionally graded Timoshenko beams on elastic foundation under harmonic excitation [O] . Hareram Lohar, Anirban Mitra, Sarmila Sahoo 2019

机译：谐波励磁下轴向功能梯度TIMOSONKO梁的非线性响应
8. Computer Analysis for Dynamic Response of Beams and Plates on Elastic Foundations [R] . Wang, M. C., Badie, A. 1983

机译：弹性地基梁板动力响应的计算机分析

Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

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