In‐plane/out‐of‐plane interaction of strong masonry infills: From cyclic tests to out‐of‐plane verifications

2021 ◽  
Author(s):  
Paolo Morandi ◽  
Sanja Hak ◽  
Riccardo R. Milanesi ◽  
Guido Magenes
Keyword(s):  
Cyclic Tests ◽  
Masonry Infills ◽  
Out Of Plane ◽  
Plane Interaction

scholarly journals Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames

2019 ◽  
Vol 189 ◽  
pp. 523-540 ◽  
Author(s):  
Maria Teresa De Risi ◽  
Mariano Di Domenico ◽  
Paolo Ricci ◽  
Gerardo Mario Verderame ◽  
Gaetano Manfredi
Keyword(s):  
Experimental Investigation ◽  
Aspect Ratio ◽  
Masonry Infills ◽  
Rc Frames ◽  
Out Of Plane ◽  
Plane Interaction

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
Keyword(s):  
Numerical Analysis ◽  
Masonry Infills ◽  
Two Systems ◽  
Out Of Plane

scholarly journals The out of plane behaviour of masonry infilled frames

2021 ◽  
Vol 2090 (1) ◽  
pp. 012148
Author(s):  
G Frunzio ◽  
L Di Gennaro
Keyword(s):  
Tensile Strength ◽  
Constitutive Model ◽  
Experimental Tests ◽  
Seismic Resistance ◽  
Review Of The Literature ◽  
Framed Structures ◽  
Seismic Modelling ◽  
Masonry Infills ◽  
Out Of Plane ◽  
The Subject

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.

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