Experimental testing of decoupled masonry infills with steel anchors for out-of-plane support under combined in-plane and out-of-plane seismic loading

2022 ◽  
Vol 318 ◽  
pp. 126041
Author(s):  
Marko Marinković ◽  
Christoph Butenweg
Keyword(s):  
Experimental Testing ◽  
Seismic Loading ◽  
Masonry Infills ◽  
Out Of Plane

Behaviour of masonry infills subjected to out of plane seismic actions. Part 2: Experimental testing

2016 ◽  
pp. 1293-1300 ◽  
Author(s):  
M. Moșară ◽  
C. Petruș ◽  
V. Stoian ◽  
A. Anastasiadis
Keyword(s):  
Experimental Testing ◽  
Masonry Infills ◽  
Out Of Plane

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.

scholarly journals Seismic Performance of Multistorey RC Frame Building With The Soft Storey and Masonry Infill

2021 ◽  
pp. 650-656
Author(s):  
Kugan K ◽  
Mr. Nandha Kumar P ◽  
Premalath J
Keyword(s):  
Time History ◽  
Seismic Loading ◽  
Rc Frame ◽  
Base Shear ◽  
Maximum Displacement ◽  
Soft Storey ◽  
Masonry Infills ◽  
Frame Building ◽  
History Analysis ◽  
Rc Frame Building

In this study, four geometrically similar frames having different configurations of masonry infills, has been investigated. In this article attempts are made to explain the factors that impact the soft storey failure in a building are compared with different type of infill. That is Four models like RC bare frame, RC frame with brick mansonry infill, RC frame with brick infill in all the storeys exept the firstsoft storey, RC frame with inverted V bracing in the soft storey. Time history analysis has been carried out for a G+8 multistoried building to study the soft storey effect at different floor levels using E tabs software. The behavior of RC framed building with soft storey under seismic loading has been observed in terms of maximum displacement ,maximum storey drift, base shear and storey stiffness as considered structure.

In-plane and out-of plane response of currently constructed masonry infills

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