Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may be not sufficient to avoid out-of-plane failure of walls or to transmit efficiently seismic forces among walls. Therefore, various stiffening techniques of timber floors have been developed with the aim of improving the global behaviour of the building. The evaluation of the efficiency of the stiffening intervention needs adequate numerical modelling strategy, taking into account the nonlinear in-plane behaviour of masonry piers and spandrels, the out-of-plane stiffness and strength of walls, the actual stiffness and hysteretic behaviour of timber floors. The macro-element modelling can be considered an intermediate strategy in terms of ...
The seismic response of un-reinforced masonry buildings due to in-plane stiffening of their single-l...
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic pe...
none4noThe in-plane stiffening of timber floors is normally supposed to be an improvement of the sei...
Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may b...
Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may b...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
none5noThe presence of unreinforced masonry buildings with timber floors in seismic areas has promot...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the ...
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the ...
The seismic response of existing un-reinforced masonry (URM) buildings is strongly dependent on the ...
The seismic response of un-reinforced masonry buildings due to in-plane stiffening of their single-l...
none4noThe seismic response of un-reinforced masonry buildings due to in-plane stiffening of their s...
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic pe...
The seismic response of un-reinforced masonry buildings due to in-plane stiffening of their single-l...
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic pe...
none4noThe in-plane stiffening of timber floors is normally supposed to be an improvement of the sei...
Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may b...
Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may b...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
none5noThe presence of unreinforced masonry buildings with timber floors in seismic areas has promot...
The in-plane stiffness of single straight-sheathed timber floors is normally supposed to be not suff...
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the ...
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the ...
The seismic response of existing un-reinforced masonry (URM) buildings is strongly dependent on the ...
The seismic response of un-reinforced masonry buildings due to in-plane stiffening of their single-l...
none4noThe seismic response of un-reinforced masonry buildings due to in-plane stiffening of their s...
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic pe...
The seismic response of un-reinforced masonry buildings due to in-plane stiffening of their single-l...
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic pe...
none4noThe in-plane stiffening of timber floors is normally supposed to be an improvement of the sei...