| Autor: |
C. W. S. DINIZ, E. N. LAGES, A. S. R. BARBOZA |
| Jazyk: |
angličtina |
| Rok vydání: |
2019 |
| Předmět: |
|
| Zdroj: |
Revista IBRACON de Estruturas e Materiais, Vol 12, Iss 4, Pp 705-737 (2019) |
| Druh dokumentu: |
article |
| ISSN: |
1983-4195 |
| DOI: |
10.1590/s1983-41952019000400002 |
| Popis: |
Abstract Several factors influence the stability of concrete structures, such as building height, structural components’ rigidity, bracing system, beam-wall connection rigidity, among others. Global structural stability is evaluated according to NBR 6118/2014 by the α e γz parameters. This article aims to evaluate the global structural stability concrete structures considering the eccentricity of the beam-wall connections. With the aid of software Abaqus© and TQS©, reticulated models were analyzed to evaluate the contribution of the eccentricity of the beam-wall connections on the global stability and the rigidity of the connections. The geometric nonlinear effects were disregarded in these analyses. The stability parameters from NBR6118/2014 were evaluated in the frame models, as well as the flexibilization criteria from the TQS© software, LEPMOL e REDMOL. The results of the displacement analysis show an increase of 26.45%, comparing the centered connection to the more eccentric connection. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
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