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Title

Partial Winkler Foundation Effects on the Natural Frequency of the Uniform Timoshenko Beam

Year: 1394
COI: SMFE02_226
Language: EnglishView: 419
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Authors

Amin Ghannadiasl - Assistant Professor, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

Abstract:

Natural frequencies are important dynamic characteristics of a beam where they are required for the forced vibration analysis and solution of resonant response. In this paper, the effect on the partial Winkler foundation on the natural frequency of the uniform Timoshenko beam is presented. The applied method for modeling uniform Timoshenko beam on the partial Winkler foundation is based on the Green Function. In this paper, the effect of the elastic coefficient of Winkler foundation, as well as, the length and location of elastic Winkler foundation and other parameters are assessed. Finally, some numerical examples are shown to present the efficiency and simplicity of the Green Function Method in the new formulation.

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Paper COI Code

This Paper COI Code is SMFE02_226. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/431002/

How to Cite to This Paper:

If you want to refer to this Paper in your research work, you can simply use the following phrase in the resources section:
Ghannadiasl, Amin,1394,Partial Winkler Foundation Effects on the Natural Frequency of the Uniform Timoshenko Beam,2st National Conference on Soil Mechanics and Foundation Engineering ,Qom,https://civilica.com/doc/431002

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Type of center: دانشگاه دولتی
Paper count: 12,595
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