Beam Elements on Linear Variable Two-Parameter Elastic Foundation
The traditional way to overcome the shortcomings of the Winkler foundation model is to incorporate spring coupling by assemblages of mechanical elements such as springs, flexural elements (beams in one-dimension, 1-D, plates in 2-D), shear-only layers and deformed, pretensioned membranes. This is th...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2008-01-01
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| Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
| Subjects: | |
| Online Access: | http://www.ce.tuiasi.ro/~bipcons/Archive/118.pdf |