Review Article

Recent Findings and Open Issues concerning the Seismic Behaviour of Masonry Infill Walls in RC Buildings

Table 2

Literature review of OOP experimental tests of masonry infill walls.

AuthorNumber of testsLoading approachMasonry unitVariables under study

Dawe and Seah [76]8AirbagsVHCBHorizontal connections with reinforcement
Slenderness
Openings
Boundary conditions
Frederiksen [95]15AirbagsHCHBBoundary conditions
SCB
Angel et al. [13]13AirbagsHCHBMasonry unit
VHCBIP + OOP
Calvi and Bolognini [33]9AirbagsHCHBIP + OOP
Bed joint reinforcement
Meshes
Lunn and Rizkalla [96]14AirbagsCSBStrengthening strategies
Varela-Rivera et al. [97]6AirbagsVHCBBoundary condition
Pereira et al. [51]7AirbagsHCHBBed joint reinforcement
Plaster
Guidi et al. [98]64 points loadHCHBSlenderness
Strengthening strategies
Hak et al. [82]54 points loadVCHBStrong infills
da Porto et al. [83]84 points loadHCHBStrengthening mortars
Moreno-Herrera et al. [99]8AirbagsVHCB
SCBMasonry unit
VCHBAspect ratio
Akhoundi et al. [100]3AirbagsHCHBWorkmanship
Opening
Furtado et al. [84]3AirbagsHCHBGravity load
IP-OOP
Furtado et al. [101]2AirbagsHCHBPanel width support
Gravity load
Di Domenico et al. [14]34 points loadHCHBBoundary conditions
Ricci et al. [12]34 points loadHCHBIP-OOP
Ricci et al. [102]34 points loadHCHBIP-OOP
Slenderness
De Risi et al. [71]44 points loadHCHBAspect ratio
Butenweg et al. [103]4AirbagVHCBIP-OOP

VHCB: vertical hollow concrete block; SB: solid brick; CSB: concrete solid brick; HCHB: hollow clay horizontal brick.