Results 31 to 40 of about 15,633 (253)

Study on Performance of Infilled Wall in an RC-Framed Structure Using a Reinforcing Band

open access: yesAdvances in Materials Science and Engineering, 2022
Infilled wall is a primary structure which is used in a multistorey RC-framed structure. It is not designed like structural elements, but it is subjected to structural load and response as a heavily damaged element into the building.
P. Jagadeesan   +9 more
doaj   +1 more source

Effect of Masonry Infill Constitutive Law on the Global Response of Infilled RC Buildings

open access: yesBuildings, 2021
Masonry-infilled reinforced concrete frames represent a very common construction typology across the Mediterranean countries. The presence of infills substantially modifies the global seismic performances of buildings in terms of strength, stiffness, and
Marco Gaetani d’Aragona   +2 more
doaj   +1 more source

Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach

open access: yesShock and Vibration, 2021
The seismic evaluation and retrofit of reinforced concrete (RC) structures considering masonry infills is the correct methodology because the infill walls are an essential part of RC structures and increase the stiffness and strength of structures in ...
Mangeshkumar R. Shendkar   +4 more
doaj   +1 more source

A Review on Infilled frame Structure with respective of various Interface Materials [PDF]

open access: yesE3S Web of Conferences, 2023
During major earthquakes, existing buildings have collapsed or suffered serious damage, resulting in number of losses, severe injuries, and deaths. Based on literature, the influence of this work reviewed the effects of interface with different materials
Dhinakaran S., Muthukumar S.
doaj   +1 more source

Comparative assessment of strut models for the modelling of in-plane seismic response of infill walls [PDF]

open access: yes, 2017
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

Analytical Approach to Estimate Equivalent Strut Width for Wire Meshed Masonry Infilled RC Frame under Dynamic Loading

open access: yesCivil engineering and architecture, 2021
In this paper, an analytical investigation is carried out using an open-source FEM software SEISMOSTRUT to analyze infill RC frame with and without chicken wire mesh along with experimental verification. To estimate the equivalent strut width, six models
S. V. S. Jebadurai   +4 more
semanticscholar   +1 more source

Analytical modeling of masonry-infilled RC frames retrofitted with textile-reinforced mortar [PDF]

open access: yes, 2014
This paper proposes an analytical approach for modeling the behavior of textile-reinforced mortar (TRM)-strengthened masonry-infilled reinforced-concrete (RC) frames under seismic loading.
Bousias, S.N.   +2 more
core   +1 more source

Numerical Modeling Technique of Damage Behavior of MaSonry-Infilled RC Frames

open access: yesApplied Sciences, 2023
The damage pattern of masonry-infilled reinforced concrete (RC) frame structures in earthquake events is complicated, and understanding the detailed failure behavior of these structures and modeling it accurately has been a challenging task.
Bo Liu   +4 more
doaj   +1 more source

Towards the “ultimate earthquake-proof” building: Development of an integrated low-damage system [PDF]

open access: yes, 2015
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

Earthquake Retrofitting of “Soft-Story” RC Frame Structures with RC Infills

open access: yesApplied Sciences, 2022
Multi-story, old reinforced concrete (RC) structures with a “soft-story” on the ground floor, sustain considerable damage to the soft story during earthquakes due to the presence of masonry infills in the upper stories. Aspects of such masonry infill–RC frame interaction are briefly discussed and a particular retrofitting scheme for the soft story is ...
George Manos   +3 more
openaire   +2 more sources

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