| Autor: |
Pablo Pol Saraiva, Deise Boito |
| Jazyk: |
English<br />Spanish; Castilian<br />Portuguese |
| Rok vydání: |
2018 |
| Předmět: |
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| Zdroj: |
Revista de Engenharia Civil IMED, Vol 5, Iss 1, Pp 102-120 (2018) |
| Druh dokumentu: |
article |
| ISSN: |
2358-6508 |
| DOI: |
10.18256/2358-6508.2018.v5i1.2304 |
| Popis: |
On this study the influences of the reduction in the rigidity of the beam-clumn connections was evaluated as a choice of design in monolithic structures of reinforced concrete. The research has a quantitative character through the case study of a 7 floors residential building using Eberick software. The design started with a rigid connections structure (denominated “model structure”), after that, the rigidity between beam-column connections was reduced (5%, 10%, 15%, 20% and 25%) keeping the same characteristics (the structural design, loads and elements dimensions) of the model structure. Based on the obtained results is possible to conclude that that the rigidity between connections influences directly on a structure performance and is an alternative to be used judiciously in structural projects. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
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