A reduced time-varying model for a long beam on elastic foundation under moving loads-Reference-Cited by-同舟云学术

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A reduced time-varying model for a long beam on elastic foundation under moving loads

Published:2018-09 Issue:9 Volume:32 Page:4017-4024
ISSN:1738-494X
Container-title:Journal of Mechanical Science and Technology
language:en
Short-container-title:J Mech Sci Technol

Author:

Mei Guiming,Yang Caijin,Liang Shulin,Wang Jiangwen,Zou Dong,Zhang Weihua,Zhao Yunshi,Huang Zhong,Song Shuqi,Tan Mengying,Cheng Yao,Miao Bingrong

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://link.springer.com/content/pdf/10.1007/s12206-018-0801-9.pdf

Reference28 articles.

1. P. M. Mathews, Vibrations of a beam on elastic foundation, ZAMM Journal of Applied Mathematics and Mechanics, 38 (3–4) (1958) 105–115.

2. P. M. Mathews, Vibrations of a beam on elastic foundation II, ZAMM Journal of Applied Mathematics and Mechanics, 39 (1–2) (1959) 13–19.

3. R. C. Trochanis and J. Bielak, Unified approach for beams on elastic foundations under moving loads, Journal of Geotechnical Engineering, 113 (8) (1987) 879–895.

4. K. Ono and M. Yamada, Analysis of railway track vibration, Journal of Sound and Vibration, 130 (2) (1989) 269–297.

5. L. Sun, A closed-form solution of a Bernoulli-Euler beam on a viscoelastic foundation under harmonic line loads, Journal of Sound and Vibration, 242 (4) (2001) 619–627.

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1. Implementation of an Advanced Macroelement Beam Model under Moving Load (Case Study: Iranian Railroad Projects);Advances in Civil Engineering;2023-04-26

2. A three-dimensional modal theory-based Timoshenko finite length beam model for train-track dynamic analysis;Journal of Sound and Vibration;2020-08

3. A New Three-Dimensional Moving Timoshenko Beam Element for Moving Load Problem Analysis;Journal of Vibration and Acoustics;2020-01-25

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