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Influence of the stiffness of beam-column connections on the structural analysis of reinforced concrete buildings Influência da rigidez das ligações viga-pilar na análise estrutural de edifícios em concreto armado

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Academic year: 2019

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Table 1 shows the classification of precast connections according  to ANBT NBR 9062 [24] as function of the element ends flexural  rigidities
Figure 11 presents the coefficient γ z  values for the 19-storey struc- struc-ture, which exhibited a variation from 1,172 to 1,252 considering  deformable connections
Figure 15 shows the lateral displacement at the top of the 19-storey  building. It can be notice in this figure that the displacements for  de-formable connections situation are 27% larger than for rigid  connec-tions situation

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