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A double-strut macro-modelling approach for the in-plane analysis of masonry infilled RC frames with openings
Based on experiments and micro-modelling analyses, the interaction between the RC frame and the infill wall with/without openings under lateral loads...
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Influence of ground motion variables on the nonlinear seismic demand of masonry-infilled reinforced concrete frames
Masonry-infilled reinforced concrete (MI-RC) buildings are one of the abundant building inventories and are commonly seen because of their relatively...
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Progressive Collapse Performance of Infilled Frames
Masonry infilled (MI) panels are often considered non-structural elements, however, the weight of which is often considered in the progressive...
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A nonlinear macromodel for simulating the in-plane behavior of unreinforced masonry (URM) infilled frames
This study introduces the application of parallel arrangement of multiple axial springs in a nonlinear macromodel to capture the in-plane rotational...
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On the mechanical behaviour of masonry infilled RC frames, with and without openings, subjected to simultaneous in-plane (IP) and out-of-plane (OoP) loading
The behaviour of masonry infilled RC frames, with and without openings, subjected to both in-plane (IP) and out-of-plane (OoP) shear loading,...
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Experimental and numerical investigation of hysteretic earthquake behavior of masonry infilled RC frames with opening strengthened by adding rebar-reinforced stucco
Adding a reinforced stucco layer to the masonry infill walls is a preferred method for strengthening RC frame system structures with an easy-to-apply...
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Damage assessment of infilled frame structures using applied element method
The present paper employed the Applied Element Method (AEM) to investigate the damage patterns in high-strength concrete (HSC) frames under extreme...
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Multi-platform simulation of infilled shear-critical reinforced concrete frames subjected to earthquake excitations
This paper proposes a multi-platform simulation method for the seismic performance assessment of masonry infilled reinforced concrete (RC) frames,...
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Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings
Non-structural elements play a crucial role in the overall seismic performance of buildings, as has been largely demonstrated in recent earthquakes...
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Study on in-plane/out-of-plane seismic performance of masonry-infilled RC frame with openings and a new type of flexible connection
The seismic performance of masonry-infilled reinforce concrete (RC) frame buildings is an intricate issue due to the variety and complexity failure...
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In-plane seismic performance of different infill wall systems in ductile reinforced concrete frames
The seismic response of infilled frames draws considerable interest in the earthquake engineering community for the last decades. Whilst the early...
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Assessing potential damage and energy dissipation in low-rise high-strength concrete frames with strong infill walls using applied element method
Structures sustain severe structural and nonstructural damage during seismic events like earthquakes. Strong infill walls increase the stiffness and...
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Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses
This study investigates the effect of damage control methods on the seismic performance of masonry infilled walls in reinforced concrete (RC) frames,...
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Investigation of the seismic behaviour of masonry infilled self-centring beam moment frames using a new infill material model
This paper conducted experimental and numerical investigations on the seismic behaviour of masonry infilled self-centring beam moment frames...
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A micro–macro modelling methodology for the analysis of infilled frames
AbstractA macro-modelling approach is proposed for representing the masonry infill walls in a non-linear analysis of infilled frame structures. The...
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Seismic behaviour of masonry infilled hinged steel frames with openings: experimental and numerical studies
This study describes an experimental and numerical investigation on the seismic behaviour of masonry infilled hinged steel frames with openings....
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Simplified pushover-based seismic loss assessment for existing infilled frame structures
Loss assessment is becoming a more familiar instrument in the seismic performance assessment of existing structures. Different approaches exist with...
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Seismic risk assessment of masonry-infilled RC building portfolios: impact of variability in the infill properties
In the last years, many research efforts have been focusing on the development of fragility and risk models of different building classes and...
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Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures
The evaluation of seismic risk in structures requires information on both site hazard and structural vulnerability. Hazard can be quantified via...
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Experimental results of reinforced concrete frames with masonry infills with and without openings under combined quasi-static in-plane and out-of-plane seismic loading
Reinforced concrete (RC) frames with masonry infills can be encountered all over the world, especially in earthquake prone regions. Although masonry...
