2023
DOI: 10.28991/cej-2023-09-12-09
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Effect of Infills on the Response Modification Factor for Infilled Reinforced Concrete Frame Buildings

Dina Hesham Helmy,
Hussein Okail,
Mostafa Zidan

Abstract: RC frames with unreinforced masonry infill walls are the most common type of building. Unreinforced masonry walls are often not considered by engineers in the design process, although walls and frames interact during strong ground motion, leading to structural responses deviating radically from what is expected in the design. Under lateral load, reinforced concrete confining members (frames) act in tension or compression, depending on the direction of the lateral seismic pressures. Meanwhile, masonry walls act… Show more

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