Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load

AbstractThis work presents a numerical model to simulate the failure behavior of slender reinforced concrete columns subjected to eccentric compression loads. Due to the significant influence of the lateral displacements on the loading state provided by an eccentric load, geometric nonlinearity is c...

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Bibliographic Details
Main Authors: E.A. Rodrigues, O.L. Manzoli, L.A.G. Bitencourt Jr., P.G.C. dos Prazeres, T.N. Bittencourt
Format: Article
Language:English
Published: Marcílio Alves
Series:Latin American Journal of Solids and Structures
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252015000300520&lng=en&tlng=en