Mehdi Kahrizi, Mehrzad TahamouliRoudsari*
Structural Durability & Health Monitoring, Vol.14, No.2, pp. 165-185, 2020, DOI:10.32604/sdhm.2020.07816
Abstract The properties of infills and the way they are connected to frames may
have significant effects on the seismic behavior of the structure. This study presents an experimental study on evaluation and testing of five single story, single
bay samples with the scale 1:3. This study strives to evaluate the behavior of
masonry infill walls encased in steel frames, with emphasis on different details
of the connection of the wall to the frame. Four frames with masonry infills
and one frame without infill are experimented on by applying lateral load to their
upper beams. Different details of the connection between… More >
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