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 Author: Grandi,Alba Bruna Cintra De (author)
Other Authors: Silva,Roberto Márcio da (author), Alvarenga,Rita de Cássia Silva Sant’Ana (author), Ribeiro,José Carlos Lopes (author), Parsekian,Guilherme Aris (author), Medeiros,Wallison Angelim (author)
Format: article
Language:eng
Published: 2021
Subjects:
structural masonry
infilled frame
equivalent diagonal strut method
theoretical evaluation
Online Access:http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500201
Country:Brazil
Oai:oai:scielo:S1983-41952021000500201

Internet

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

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