Unreinforced concrete masonry under compression: Brazilian statistics, reliability analysis and code calibration
Wagner Carvalho Santiago,
Tiago de Macedo Souza,
Rafael Akira Akisue
Abstract:Although the new Brazilian code is considered an advancement, it still lacks a reliability-based calibration of partial safety factors. Therefore, this paper presents a comprehensive set of reliability analyses oriented to structural masonry members under compression in Brazil. This study was based on structural reliability theory, which allowed a safety assessment through the reliability index (β). Walls with hollow concrete blocks of three classes (A, B and C) and two modular sizes (M-15 and M-20), two ratio… Show more
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