Modeling of interactions between RC columns and masonry infill in buildings with a column‐sway mechanism

This study proposes a new analytical model to evaluate interactions between reinforced concrete ( RC ) columns and masonry infill. An infill is replaced by a diagonal strut and its width is defined by column/infill contact length. A calculation procedure is presented to determine the contact length...

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Published in:Japan architectural review 2018-01, Vol.1 (1), p.109-117
Main Authors: Sanada, Yasushi, Maidiawati
Format: Article
Language:English
Subjects:
analytical model
Concrete blocks
Concrete columns
Experiments
Formability
Infilled frames
Lateral displacement
Masonry
Mathematical models
nonstructural infill wall
Performance evaluation
Reinforced concrete
reinforced concrete column
seismic performance evaluation
strut
Studies
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container_title Japan architectural review
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Maidiawati
description This study proposes a new analytical model to evaluate interactions between reinforced concrete ( RC ) columns and masonry infill. An infill is replaced by a diagonal strut and its width is defined by column/infill contact length. A calculation procedure is presented to determine the contact length by mainly considering compression balance and lateral displacement compatibility at the column/infill interface. The proposed model is verified by performing a comparison with an experiment on a concrete block infilled RC frame in which the column/infill interactions are observed in detail. The model effectively evaluates both the strength of the infilled frame and its deformability.
doi_str_mv 10.1002/2475-8876.1012
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source Wiley Online Library Open Access; Publicly Available Content Database
subjects analytical model
Concrete blocks
Concrete columns
Experiments
Formability
Infilled frames
Lateral displacement
Masonry
Mathematical models
nonstructural infill wall
Performance evaluation
Reinforced concrete
reinforced concrete column
seismic performance evaluation
strut
Studies
title Modeling of interactions between RC columns and masonry infill in buildings with a column‐sway mechanism
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