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Dynamic Behavior of Bernoulli-Euler Beam with Elastically Supported Boundary Conditions under Moving Distributed Masses and Resting on Constant Foundation

机译：分布质量和恒定地基上弹性支撑边界条件下Bernoulli-Euler梁的动力特性

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Adeoye Adebola Samuel; Akintomide Adeniyi;
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年度 2017
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1. Dynamic Bhaviour Under Moving Concentrated Masses of Elastically Supported Finite Bernoulli-Euler Beam on Winkler Foundation [J] . S.T. Oni, T.O. Awodola Journal of Modern Mathematics and Statistics . 2008,第4期

机译：Winkler地基上弹性支撑的有限贝努利-欧拉梁移动集中质量下的动态行为
2. Bernoulli-Euler Beam Response to Constant Bi-parametric Elastic Foundation Carrying Moving Distributed Loads [J] . Ogunyebi S.N American Journal of Engineering Research . 2014,第10期

机译：伯努利-欧拉梁对恒定双参数弹性地基承载移动分布载荷的响应
3. Behavioral Study of Finite Beam Resting on Elastic Foundation and Subjected to Travelling Distributed Masses [J] . Omolofe B., Adeloye T.O. Latin American Journal of Solids and Structures . 2017,第2期

机译：有限梁在弹性地基上的运动特性研究
4. A new analytical method to calculate critical velocity for an infinite Bernoulli-Euler beam on a winkle-type elastic foundation subjected to a harmonic moving load [C] . Bin Zhen, Wei Luo International Conference on Modern Engineering Solutions for the Industry . 2015

机译：一种新的分析方法，以计算谐波型弹性基础的无限伯努利 - 欧拉梁的临界速度
5. Dynamic behavior of bridge structures under moving loads and masses using differential quadrature method. [D] . Venkatesan, Gopinath. 2009

机译：采用微分求积法的桥梁结构在移动载荷和质量作用下的动力特性。
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. Dynamic Behavior of Bernoulli-Euler Beam with Elastically Supported Boundary Conditions under Moving Distributed Masses and Resting on Constant Foundation [O] . Adeoye Samuel, Akintomide Adeniyi 2017

机译：伯努利 - 欧拉光束在移动分布式肿块下具有弹性支撑边界条件的动态行为，持续基础休息
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

Dynamic Behavior of Bernoulli-Euler Beam with Elastically Supported Boundary Conditions under Moving Distributed Masses and Resting on Constant Foundation

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