A new Branch and Bound method for a discrete truss topology design problem
Our paper considers a classic problem in the field of Truss Topology Design, the goal of which is to determine the stiffest truss, under a given load, with a bound on the total volume and discrete requirements in the cross-sectional areas of the bars. To solve this problem we propose a new two-stage...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10773/10560 |
| País: | Portugal |
| Oai: | oai:ria.ua.pt:10773/10560 |