The out of plane behaviour of masonry infilled frames

The great interest about out of plane behavior of masonry infill walls has recently increased since it is a key point in the seismic modelling of framed structures. Their contribute to the whole seismic resistance of a framed building cannot be skipped. After a review of the literature on the subjec...

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Published inJournal of physics. Conference series Vol. 2090; no. 1; pp. 12148 - 12156
Main Authors Frunzio, G, Gennaro, L Di
Format Journal Article
LanguageEnglish
Published IOP Publishing 01.11.2021
Online AccessGet full text
ISSN1742-6588
1742-6596
DOI10.1088/1742-6596/2090/1/012148

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Abstract The great interest about out of plane behavior of masonry infill walls has recently increased since it is a key point in the seismic modelling of framed structures. Their contribute to the whole seismic resistance of a framed building cannot be skipped. After a review of the literature on the subject, this paper presents a trilinear constitutive model for the out of plane behavior of masonry infills based on the tensile strength of the constituents. Comparisons with literature model are provided and the identification of the model is based on experimental tests.
AbstractList The great interest about out of plane behavior of masonry infill walls has recently increased since it is a key point in the seismic modelling of framed structures. Their contribute to the whole seismic resistance of a framed building cannot be skipped. After a review of the literature on the subject, this paper presents a trilinear constitutive model for the out of plane behavior of masonry infills based on the tensile strength of the constituents. Comparisons with literature model are provided and the identification of the model is based on experimental tests.
Author Gennaro, L Di
Frunzio, G
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Cites_doi 10.1080/13632460309350476
10.1061/(ASCE)EM.1943-7889.0000347
10.2140/jomms.2018.13.703
10.1002/eqe.2929
10.3389/fbuil.2020.590114
10.4203/ccp.106.117
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10.1002/eqe.126
10.1016/j.engstruct.2018.06.072
10.1016/j.engstruct.2020.110797
10.1007/BF00430044
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