Numerical analysis of the out-of-plane response of two systems for masonry infills

2016 ◽  
pp. 1179-1184 ◽  
Author(s):  
A. Drougkas ◽  
C.-E. Adami ◽  
E. Vintzileou ◽  
V. Palieraki
2021 ◽  
Vol 243 ◽  
pp. 112683
Author(s):  
Jamiu A. Dauda ◽  
Luis C. Silva ◽  
Paulo B. Lourenço ◽  
Ornella Iuorio

2021 ◽  
Vol 2090 (1) ◽  
pp. 012148
Author(s):  
G Frunzio ◽  
L Di Gennaro

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.


2018 ◽  
Vol 177 ◽  
pp. 103-116 ◽  
Author(s):  
Vasiliki Palieraki ◽  
Christos Zeris ◽  
Elizabeth Vintzileou ◽  
Chrissy-Elpida Adami
Keyword(s):  

2020 ◽  
Vol 24 (6) ◽  
pp. 04020059
Author(s):  
Massimiliano Minotto ◽  
Nicolò Verlato ◽  
Marco Donà ◽  
Francesca da Porto

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