Behaviour of load-carrying members of velodromes’ long-span steel roof
| Autor: | J. Gusevs, D. Serdjuks, G.I. Artebjakina, E.A. Afanasjeva, V. Goremikins |
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| Jazyk: | angličtina |
| Rok vydání: | 2016 |
| Předmět: | |
| Zdroj: | Инженерно-строительный журнал, Vol 65, Iss 5, Pp 3-16 (2016) |
| Druh dokumentu: | article |
| ISSN: | 2071-4726 2071-0305 |
| DOI: | 10.5862/MCE.65.1 |
| Popis: | Long-span roofs have been of an increased interest within the last sixty years. An arch-type steel roof of velodrome with the maximum span, height, and length equal to 109.50, 23.07, and 126.00 m respectively, is considered as the object of the current investigation. The choice of the preferable structural solution and behaviour analysis of load-carrying members of the long-span arch-type steel roof of the velodrome is considered as the aim of the current study. The distribution of internal forces and stresses in the trihedral lattice steel arch with a triangular web such as displacements under the action of design loads were investigated for fixed, double-hinged, and three-hinged static schemes. It was stated that the preferable structural scheme is the fixed arch. |
| Databáze: | Directory of Open Access Journals |
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