TY - JOUR TT - DYNAMIC RESPONSE OF THICK PLATES ON TWO PARAMETER ELASTIC FOUNDATION UNDER TIME VARIABLE LOADING AU - Ozgan, Korhan AU - Daloglu, Ayse T. PY - 2014 DA - December DO - 10.24107/ijeas.251231 JF - International Journal of Engineering and Applied Sciences JO - IJEAS PB - Akdeniz University WT - DergiPark SN - 1309-0267 SP - 40 EP - 51 VL - 6 IS - 4 KW - Finite element method KW - Thick plate KW - Vlasov model KW - Time variable loading N2 - In this paper, behavior of foundation plates with transverse shear deformation under time variable loading is presented using modified Vlasov foundation model. Finite element formulation of thick plates on elastic foundation is derived by using an 8-noded finite element based on Mindlin plate theory. Selective reduced integration technique is used to avoid shear locking problem which arises when smaller plate thickness is considered for the evaluation of the stiffness matrices. After comparisons are made with the results given in the literature, the effects of the ratio of plate thickness to shorter span of the plate, aspect ratio, subsoil depth, loaded area, time variable loading type and pulse duration of impulsive load on its responses are analyzed. 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