Brick and Block Masonry 2016
DOI: 10.1201/b21889-159
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Behaviour of masonry infills subjected to out of plane seismic actions. Part 1: Theoretical analysis

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“…In order to increase the seismic performance of infill walls, some authors analysed retrofitting interventions based either on reinforcement meshes placed on one/both faces of walls effectively connected to frames [31,32] or innovative solutions adopting sliding joints to reduce the infill-frame interaction [33][34][35]. The former solution is also able to influence the building performance as a whole [31,36], because seismic response could be similar to a frame-wall system with the related advantages and drawbacks.…”
Section: Introductionmentioning
confidence: 99%
“…In order to increase the seismic performance of infill walls, some authors analysed retrofitting interventions based either on reinforcement meshes placed on one/both faces of walls effectively connected to frames [31,32] or innovative solutions adopting sliding joints to reduce the infill-frame interaction [33][34][35]. The former solution is also able to influence the building performance as a whole [31,36], because seismic response could be similar to a frame-wall system with the related advantages and drawbacks.…”
Section: Introductionmentioning
confidence: 99%