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...
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| Other Authors: | , , |
| Format: | article |
| Language: | eng |
| Published: |
1000
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10773/10560 |
| Country: | Portugal |
| Oai: | oai:ria.ua.pt:10773/10560 |