During earthquakes, unreinforced masonry (URM) infills are subjected to in-plane (IP) and
out-of-plane (OOP) actions. Displacement demands in the IP direction affect the OOP …

This study presents the results of eight experimental tests on unreinforced masonry infills for
the assessment of their out-of-plane (OOP) response and of the effects on it of in-plane (IP) …

During earthquakes, infills are subjected to In-Plane (IP) and Out-Of-Plane (OOP) actions. In
the case of strong earthquakes, infills may progressively change their mechanical behavior …

The structural behavior of fully grouted reinforced concrete masonry (RM) walls subjected to
either pure in-plane (IP) or pure out-of-plane (OOP) loading has been thoroughly examined …

The majority of historical and heritage structures around the world consist of unreinforced
masonry walls. A masonry structure is composed of masonry units, such as brick or marble …

The mechanical behavior of un-reinforced masonry (URM) walls is complex due to the
masonry heterogeneity and anisotropy, and thus finite element (FE) prediction of their …

In this study, the effectiveness of Near Surface Mounted (NSM) method, for in-plane shear
strengthening of traditional and historical Unreinforced Masonry (URM) walls, is investigated …

Unreinforced masonry-infilled reinforced concrete frames are a prevalent taxonomy class
not only in the Mediterranean region but also in Europe and worldwide, where buildings of …

This paper addresses the performance of masonry walls under combined in-plane and out-
of-plane lateral loading with and without vertical precompression (referred to as …

In unreinforced masonry buildings, load bearing walls are not of only rectangular shape in
the plan, but the cross walls connected to them make the walls of either I shape, T shape, C …