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In-plane behaviour of innovative masonry infills based on different configurations of wooden sliding joints
2015
Earthquake Resistant Engineering Structures X
unpublished
The seismic vulnerability of masonry infilled frames represents a critical issue in reinforced concrete and steel buildings, widely highlighted by ruinous collapses during earthquakes and studied by many authors. In these structures, the interaction between the flexible frame and the rigid masonry infill modifies the dynamic response of the frame, inducing possible undesired collapse mechanism, and, on the other hand, can cause widespread damage in the infills. To avoid these detrimental
doi:10.2495/eres150241
fatcat:odrjajzbrvfshkuisu6gxo77yi