Theoretical analysis of the behavior of steel frame infilled with masonry walls by the diagonal strut method

Theoretical analysis of the behavior of steel frame infilled with masonry walls by the diagonal strut method

Abstract In the last decades, several studies have been developed regarding structures composed by frames infilled with masonry walls, proving the increase of lateral stiffness by the infill. In this work, an analysis was carried out, based on design codes which adopt the equivalent diagonal strut m...

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Bibliographic Details
Main Authors: Alba Bruna Cintra De Grandi, Roberto Márcio da Silva, Rita de Cássia Silva Sant’Ana Alvarenga, José Carlos Lopes Ribeiro, Guilherme Aris Parsekian, Wallison Angelim Medeiros
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2021-05-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
structural masonry
infilled frame
equivalent diagonal strut method
theoretical evaluation
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500201&tlng=en

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http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500201&tlng=en

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