Earthquakes and Structures

  • 제27권2호
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  • Pages.113-126
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  • 2024
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Analyzing lateral strength and failure modes in masonry infill frames: A mesoscale study

  • Sina GanjiMorad (Department of Civil engineering, Kermanshah branch, Islamic Azad University) ;
  • Ali Permanoon (Department of Civil Engineering, Faculty Engineering, Razi University) ;
  • Maysam Azadi (Department of Civil Engineering, Faculty Engineering, Razi University)
  • 투고 : 2023.11.02
  • 심사 : 2024.05.24
  • 발행 : 2024.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the failure mechanisms of masonry-infilled frames, commonly employed in modern construction, are analyzed at the mesoscale. An equation has been formulated to predict various failure modes of masonry-infilled frames by examining 1392 frames. The equation takes into account variables such as the height-to-width ratio, compressive strength of the masonry prism, and plastic moment capacity of the frame section. The study reveals that the compressive strength of the masonry prism and the height-to-width ratio exert the most significant influence on the lateral strength of masonry-infilled frames with a height-to-width ratio ranging from 0.2 to 1.2. The developed equation demonstrates substantial agreement with previously reported relationships, indicating high accuracy. These findings provide valuable insights into the lateral strength of infill masonry frames, which can contribute to their improved evaluation and design.

키워드

참고문헌

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