A Finite Element Study of the Bending Behavior of Beams Resting on Two-Parameter Elastic Foundation
Although the Winkler’s model is a poor representation of the many practical subgrade or subbase materials, it is widely used in soil-structure problems for almost one and a half century. The foundations represented by Winkler model can not sustain shear stresses, and hence discontinuity of adjacent...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Gheorghe Asachi Technical University of Jassy
2006-01-01
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| Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
| Online Access: | http://www.bipcons.ce.tuiasi.ro/Content/ArticleInformation.php?ArticleID=63 |