Hexagonal design for stiffening trusses
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| 024 | 7 | 0 | |a 10.1007/s10231-013-0366-2 |2 doi |
| 035 | |a (NATIONALLICENCE)springer-10.1007/s10231-013-0366-2 | ||
| 100 | 1 | |a Gazzola |D Filippo |u Dipartimento di Matematica, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milan, Italy |4 aut | |
| 245 | 1 | 0 | |a Hexagonal design for stiffening trusses |h [Elektronische Daten] |c [Filippo Gazzola] |
| 520 | 3 | |a We consider the problem of choosing the best design for stiffening trusses of plates, such as bridges. We suggest to cover the plate with regular hexagons that fit side to side. We show that this design has some important advantages when compared with alternative designs. | |
| 540 | |a Fondazione Annali di Matematica Pura ed Applicata and Springer-Verlag Berlin Heidelberg, 2013 | ||
| 690 | 7 | |a Optimal design |2 nationallicence | |
| 690 | 7 | |a Plates |2 nationallicence | |
| 690 | 7 | |a Elasticity |2 nationallicence | |
| 773 | 0 | |t Annali di Matematica Pura ed Applicata (1923 -) |d Springer Berlin Heidelberg |g 194/1(2015-02-01), 87-108 |x 0373-3114 |q 194:1<87 |1 2015 |2 194 |o 10231 | |
| 856 | 4 | 0 | |u https://doi.org/10.1007/s10231-013-0366-2 |q text/html |z Onlinezugriff via DOI |
| 898 | |a BK010053 |b XK010053 |c XK010000 | ||
| 900 | 7 | |a Metadata rights reserved |b Springer special CC-BY-NC licence |2 nationallicence | |
| 908 | |D 1 |a research-article |2 jats | ||
| 949 | |B NATIONALLICENCE |F NATIONALLICENCE |b NL-springer | ||
| 950 | |B NATIONALLICENCE |P 856 |E 40 |u https://doi.org/10.1007/s10231-013-0366-2 |q text/html |z Onlinezugriff via DOI | ||
| 950 | |B NATIONALLICENCE |P 100 |E 1- |a Gazzola |D Filippo |u Dipartimento di Matematica, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milan, Italy |4 aut | ||
| 950 | |B NATIONALLICENCE |P 773 |E 0- |t Annali di Matematica Pura ed Applicata (1923 -) |d Springer Berlin Heidelberg |g 194/1(2015-02-01), 87-108 |x 0373-3114 |q 194:1<87 |1 2015 |2 194 |o 10231 | ||