Post-critical behaviour of Euler and Beck columns resting on an elastic foundation-Reference-Cited by-同舟云学术

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Post-critical behaviour of Euler and Beck columns resting on an elastic foundation

Published:2004-09 Issue:3-5 Volume:276 Page:1150-1158
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Nageswara Rao B,Venkateswara Rao G

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference27 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. Analytical and Computer Methods in Foundation Engineering;Bowles,1974

3. Beam on elastic foundation finite element;Ting;Journal of Structural Engineering, American Society of Civil Engineers,1984

4. Dynamic response of beams on elastic foundation;Lai;Journal of Structural Engineering, American Society of Civil Engineers,1992

5. Exact stiffness matrix for beams on elastic foundation;Eisenberger;Computers and Structures,1985

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. On Post-Critical Behavior of a Beam on an Elastic Foundation;International Journal of Structural Stability and Dynamics;2018-06

2. Reut and Beck columns: effects of end gravity forcé, translation and rotational inertias;Revista Facultad de Ingeniería Universidad de Antioquia;2013-01-27

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