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Masonry panels

Caivi GM, Bolognini D (2001) Seismic response of reinforced concrete frames infilled with masonry panels weakly reinforced. J Earthq Eng 5(2) 153-185 Canbay E, Ersoy U, Tankut T (2004) A three component force transducer for reinforced concrete... [Pg.186]

The reinforcement of masonry panels with composite materials can be performed by pursuing an enhancement of the resistance to actions within the plane or outside the panel plane. [Pg.102]

Let us then analyze some of the main tests that can be carried out on masonry panels reinforced with composite materials (Fig. 6.1). [Pg.102]

In the case of a stretch of the masonry panel having a reinforced unit width subject to the following actions (factored values) ... [Pg.104]

In regards to the masonry panels subjected to stresses over the panel plane, the tests to be carried out are ... [Pg.106]

In the case of masonry panels undergoing stresses over the panel plane, resistance to combined compressive and bending stress over the panel plane can be enhanced by vertically and synunetrically laying np reinforcanents with composite materials over the two faces of the masonry panel and by anchoring them to the end sections of the panel. [Pg.106]

The maximum shear resistance of the masonry panel, VRdomx. corresponding to the limit state of compression of the mesh diagonals, is ... [Pg.107]

More recently, Crisafulli and Carr (2007) proposed a new macromodel in order to represent, in a rational but simple way, the effect of masonry infill panels. The model is implemented as a four-node panel element which is connected to the frame at the beam-column joints. Internally, the panel element accounts separately for the compression and shear behavior of the masonry panel using two parallel struts and a shear spring in each direction. This configuration allows an adequate consideration of the lateral stiffness of the panel and of the strength of masonry panel, particularly when a shear failure along mortar joints or diagonal tension... [Pg.157]

A numerical model was built specifically to simulate the nonlinear static behavior of the facade and of a retrofitting system using fiber reinforcement polymers for the masonry panels. Eight-node isoparametric plane stress elements... [Pg.2722]

Gattulli V, Lampis G, Marcari G, Paolone A (2014) Simple modeling of FRP reinforcement from masonry panels to a historic palace facade. Eng Struct 75 604-618... [Pg.2729]

Marcari G, Manfredi G, Pecce M (2003) Experimental behaviour of masonry panels strengthened with FRP sheets. In Tan KH (ed) 6th infianatitnial conference on fibre-reinforced plastics for reinforced concrete structures, World Scientific, Singapore, pp 1209-1218... [Pg.3117]

See other pages where Masonry panels is mentioned: [Pg.102]    [Pg.102]    [Pg.102]    [Pg.103]    [Pg.103]    [Pg.103]    [Pg.105]    [Pg.105]    [Pg.106]    [Pg.148]    [Pg.243]    [Pg.622]    [Pg.154]    [Pg.155]    [Pg.164]    [Pg.165]    [Pg.1381]    [Pg.1382]    [Pg.1383]    [Pg.1384]    [Pg.1389]    [Pg.1389]    [Pg.1730]    [Pg.2579]    [Pg.2719]    [Pg.3095]   
See also in sourсe #XX -- [ Pg.102 , Pg.103 , Pg.104 , Pg.105 , Pg.106 , Pg.148 ]



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