Finite-discrete element modelling of masonry infill walls subjected to out-of-plane loads [PDF]
In this paper, the out-of-plane response of infill walls is investigated by means of non-linear monotonic (push-over) analyses through a combined finite and discrete modelling approach.
AL SHAWA, Omar +4 more
core +2 more sources
Damage States Investigation of Infilled Frame Structure Based on Meso Modeling Approach
The non-linear behavior of infilled frames is very complex. The behavior of this structure may be studied by experimental and numerical approaches.
Isyana Ratna Hapsari +3 more
doaj +1 more source
Influence of openings, with and without confinement, on cyclic response of infilled R-C frames: an experimental study [PDF]
This article presents the experimental results of a study on reinforced-concrete frames infilled with masonry with openings. The frames were designed according to current European codes. They were built in a scale 1:2.5 and infilled with masonry walls.
Penava, Davorin, Sigmund, Vladimir
core +3 more sources
Testing of Damaged Single-Bay Reinforced Concrete Frames Strengthened with Masonry Infill Walls
Despite achieving consensus and having current knowledge on the behaviour and contribution of masonry infill walls, there remain unresolved issues regarding their nonlinear behaviour as a method for strengthening existing reinforced concrete (RC) frames ...
Marin Grubišić +3 more
doaj +1 more source
The effect of masonry infill walls on the reinforced concrete frames behavior under lateral load [PDF]
The reinforced concrete structures with masonry infill walls are widely used to construct buildings in Algeria, as in many parts of the world. According to earthquake analysis, this type of construction can undergo serious damage under seismic load.
LAYADI, Ismail +3 more
core
Towards the “ultimate earthquake-proof” building: Development of an integrated low-damage system [PDF]
The 2010–2011 Canterbury earthquake sequence has highlighted the severe mismatch between societal expectations over the reality of seismic performance of modern buildings.
A Baird +34 more
core +1 more source
A novel CFS composite wall filled with cement-based lightweight polymer material (CFS-CLPM composite wall) has been proposed and proven to have excellent architectural and mechanical performance.
Peifang Hu +4 more
doaj +1 more source
Comparative assessment of strut models for the modelling of in-plane seismic response of infill walls [PDF]
The influence of infills on the seismic response of frame structures has long been recognised. Typically, stiffness and strength of the infill and connections between infill and frame are such that the infill affects the global seismic behaviour of the
Franchin, Paolo +3 more
core +2 more sources
On the Seismic Behavior of Masonry Infilled Frame Structures
Infilled frames are usually modelled in the context of global building analysis using simplified procedures without considering the aspects resulting from the interaction between the panel and the frame. Other aspects, such as adequate design of the floor beams and the beam-columns’ joints, and control of potential sliding shear failure of the columns,
João Dias-Oliveira +3 more
openaire +3 more sources
This paper presents the series of experimental tests of reinforced-concrete (R/C) frame structures infilled with solid brick wall and opening brick walls to evaluate contributions of brick infills with openings to lateral strength of RC frames.
Maidiawati +2 more
doaj +1 more source

