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Preliminary communication

https://doi.org/10.14256/JCE.2647.2019

Performance evaluation of masonry Infilled RC frame structures under lateral loads

Mebarek Khelfi
Nouredine Bourahla
Mustapha Remki


Full text: english pdf 5.983 Kb

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Full text: croatian pdf 6.010 Kb

page 219-234

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Abstract

Numerous studies on masonry infill panels have greatly contributed to the research of strength, stiffness and energy dissipation capacity of various buildings. If the effects of masonry panels are disregarded, structural damage will occur under any significant ground motion, and even lead to collapse of the entire structure. The mode of failure is strongly dependent on the masonry and RC frame interaction. This work proposes an evaluation method for determining the participation ratio of masonry infill panels on RC frames under lateral loads.

Keywords

indices of performance; lateral strength; lateral stiffness; dissipated energy; infill panels; RC frames; tapered joints

Hrčak ID:

256036

URI

https://hrcak.srce.hr/256036

Publication date:

19.4.2021.

Article data in other languages: croatian

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