Numerical analysis of the behavior of beam-column precast connections without continuity reinforcement armadura continuidade

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  • who: ABAQUS et al. from the Universidade Estadual Mato Grosso Sul, UEMS, Coordenação Engenharia Ambiental e Sanitária, Dourados, MS, Brasil have published the research work: Numerical analysis of the behavior of beam-column precast connections without continuity reinforcement armadura continuidade, in the Journal: (JOURNAL)
  • what: In this paper the behavior of four beam-column connections in precast structures without continuity reinforcement subjected to negative bending moment was analyzed through numerical simulation initially with calibration using an experimental model found in the literature. The analysis showed that the filling of the beam-pillar interfaces . . .

     

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