作者: Yusuf Ayvaz , Celal Burak Oguzhan
DOI: 10.12989/SEM.2008.28.6.635
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摘要: An application is presented of a modified Vlasov model to the free vibration analysis plates resting on elastic foundations. The effects subsoil depth, ratio plate dimensions, depth dimension in longer direction, and value vertical deformation parameter within frequency parameters an foundation are investigated. This has been caried out by aid computer program. first ten tabular graphical forms evaluate considered this study. Then mode shapes corresponding six given graphs. It concluded that effect generally larger than those other