An application is presented of a modified Vlasov model to earthquake analysis of plates resting on an elastic foundation. The effects of the subsoil depth, the plate dimensions and their ratios on the dynamic response are investigated. The method of finite elements is used for spatial integration an
β¦ LIBER β¦
EARTHQUAKE ANALYSIS OF BEAMS RESTING ON ELASTIC FOUNDATIONS BY USING A MODIFIED VLASOV MODEL
β Scribed by Y. Ayvaz; A. Daloglu
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 316 KB
- Volume
- 200
- Category
- Article
- ISSN
- 0022-460X
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The purpose of this paper is to apply the modi"ed Vlasov model to the free vibration analysis of beams resting on elastic foundations and to analyze the e!ects of the subsoil depth, the beam length, their ratio and the value of the vertical deformation parameter within the subsoil on the frequency p