A Simplified First-order Shear Deformation Theory for Bending, Buckling and Free Vibration Analyses of Isotropic Plates on Elastic Foundations
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-017-1517-6/fulltext.html
Reference51 articles.
1. Abdalla, J. A. and Ibrahim, A. M. (2006). “Development of a discrete Reissner-Mindlin element on Winkler foundation.” Finite Elements in Analysis and Design, Vol. 42, Nos. 8-9, pp. 740–748, DOI: 10.1016/j.finel.2005.11.004.
2. Akhavan, H., Hashemi, S. H., Taher, H. R. D., Alibeigloo, A., and Vahabi, S. (2009a). “Exact solutions for rectangular Mindlin plates under in-plane loads resting on Pasternak elastic foundation. Part I: Buckling analysis.” Computer Materials Science, Vol. 44, No. 3, pp. 968–978, DOI: 10.1016/j.commatsci.2008.07.004.
3. Akhavan, H., Hashemi, S. H., Taher, H. R. D., Alibeigloo, A., and Vahabi, S. (2009b). “Exact solutions for rectangular Mindlin plates under in-plane loads resting on Pasternak elastic foundation. Part II: Frequency analysis.” Computer Materials Science, Vol. 44, No. 3, pp. 951–961, DOI: 10.1016/j.commatsci.2008.07.001.
4. Buczkowski, R. and Torbacki, W. (2001). “Finite element modelling of thick plates on two parameter elastic foundation.” International Journal of Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 14, pp. 1409–1427, DOI: 10.1002/nag.187.
5. Chucheepsakul, S. and Chinnaboon, B. (2002). “An alternative domain/boundary element technique for analyzing plates on two-parameter elastic foundations.” Engineering Analysis with Boundary Elements, Vol. 26, No. 6, pp. 547–555, DOI: 10.1016/S0955-7997(02)00007-3.
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