Optimal design of timber beam
In modern timber structures a large number of beams are loaded with bending Contemporary engineering practice has shown that the effect of tangential stress and deflection of beams are not controlled during the design of this kind of beams. This could produce negative consequences in structure behav...
Furkejuvvon:
| Váldodahkkit: | , |
|---|---|
| Materiálatiipa: | Artigo |
| Giella: | Inglês |
| Almmustuhtton: |
University of Niš
2005-01-01
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| Ráidu: | Facta Universitatis. Series: Architecture and Civil Engineering |
| Fáttát: | |
| Liŋkkat: | http://www.doiserbia.nb.rs/img/doi/0354-4605/2005/0354-46050502137S.pdf |
| Fáddágilkorat: |
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