“…The authors of the present paper, for the first time applied EKM in oblique coordinate system for bending of skew plates under clamp boundary conditions without considering foundations and stress analysis [14]. Based on the other solution methods, several research have studied bending, buckling, vibration and other analysis for skew plates in term of oblique coordinate system [15][16][17][18][19][20]. Importance increase of the structures interaction with the elastic medium, the Winkler-Pasternak foundation is studied in structural designs [21,22].…”