Optimization of the bending stiffness of beam-to-column and column-to-foundation connections in precast concrete structures

Abstract This work involved the structural optimization of precast concrete rigid frames with semi-rigid beam-to-column connections. To this end, several frames were simulated numerically using the Finite Element Method. Beams and columns were modeled using bar elements and their connections were mo...

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Bibliographic Details
Main Authors: R. R. R. COSTA, M. C. V. LIMA, G. M. S. ALVA, E. S. MAGALHÃES
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000500985&lng=en&tlng=en