Seismic response of autoclaved aerated concrete masonry infill walls under in-plane and out-of-plane seismic demands

ce/papers ◽  
2018 ◽  
Vol 2 (4) ◽  
pp. 241-245 ◽  
Author(s):  
Baris Binici ◽  
Erdem Canbay ◽  
İsmail Ozan Demirel ◽  
Alper Aldemir ◽  
Uğur Uzgan ◽  
...  
Keyword(s):  
Seismic Response ◽  
Infill Walls ◽  
Seismic Demands ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Autoclaved Aerated Concrete ◽  
Concrete Masonry ◽  
Out Of Plane ◽  
Aerated Concrete

scholarly journals Out-of-plane Proof Testing of Masonry Infill Walls

Structures ◽  
2018 ◽  
Vol 15 ◽  
pp. 244-258 ◽  
Author(s):  
Dmytro Dizhur ◽  
Kevin Walsh ◽  
Ivan Giongo ◽  
Hossein Derakhshan ◽  
Jason Ingham
Keyword(s):  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Proof Testing ◽  
Out Of Plane

scholarly journals Experimental study of the out of plane behavior of masonry infill walls with exterior insulation systems

2017 ◽  
Vol 12 (1) ◽  
pp. 123-133
Author(s):  
Cristian Petruş ◽  
Valeriu Stoian ◽  
Marius Moşoarcă ◽  
Anthimos Anastasiadis
Keyword(s):  
Experimental Study ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane ◽  
Insulation Systems

SEISMIC BEHAVIOR OF UNREINFORCED CONCRETE MASONRY INFILL WALLS

2021 ◽  
Vol 8 (1) ◽  
Author(s):  
Ziad Azzi ◽  
Caesar Abi Shdid
Keyword(s):  
Reinforced Concrete ◽  
Ground Motion ◽  
Element Model ◽  
Reinforced Concrete Frame ◽  
Infill Wall ◽  
Infill Walls ◽  
Existing Building ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane

The majority of new and existing building inventories in the Middle East consist of reinforced concrete skeletal structures with outer shells composed of unreinforced masonry infill walls. In the absence of any mandatory seismic design requirements, these buildings will sustain catastrophic damage when exposed to high seismic activity. Investigating the behavior of such infill walls when exposed to ground motion is therefore an important topic. Experimental tests using shake table out-of-plane ground motion of the 1940 El Centro earthquake displacement are conducted on 3:10 scaled specimens of a single story reinforced concrete frame with a masonry infill wall in between. The test specimens are constructed with the same materials and construction practices commonly used in the region. Displacements and strains are compared with a finite element model of the frame. Moreover, the observed overall behavior of the infill is compared to that of the computer model. The recorded strains in the mortar joints exceeded cracking limits, whereas the overall stability of the wall in out-of-plane bending was not compromised. Recommendations on the use of these structural elements are formulated.

Out-of-plane capacity equations for masonry infill walls accounting for openings and boundary conditions

2020 ◽  
Vol 207 ◽  
pp. 110198 ◽  
Author(s):  
Laura Liberatore ◽  
Omar AlShawa ◽  
Claudia Marson ◽  
Monica Pasca ◽  
Luigi Sorrentino
Keyword(s):  
Boundary Conditions ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane

Perspectives and Approaches for the Out-of-Plane Testing of Masonry Infill Walls

2020 ◽  
Author(s):  
A. Furtado ◽  
A. Arêde ◽  
J. Melo ◽  
H. Rodrigues ◽  
N. Pinto ◽  
...  
Keyword(s):  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane

scholarly journals Analysis of the out-of-plane capacity of unreinforced masonry infill walls

2017 ◽  
Vol 199 ◽  
pp. 693-698 ◽  
Author(s):  
M. Lönhoff ◽  
C. Dobrowolski ◽  
H. Sadegh-Azar
Keyword(s):  
Unreinforced Masonry ◽  
Infill Walls ◽  
Masonry Infill ◽  
Masonry Infill Walls ◽  
Out Of Plane
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