| In this investigation, a procedure is developed for determining the effectiveness of composite materials in retrofitting masonry buildings to reduce seismic damage. The reinforcement considered is a thin layer of fiber-reinforced composite applied to the wall in a wallpaper-like fashion.; Models were developed which predicts the behavior of masonry walls reinforced in such a fashion and subjected to static, in-plane normal and shear loads. Solid walls, as well as walls with openings (such as windows and doors), were considered. The models estimate the load-deflection characteristic of the wall, the load set at which the wall fails, and the deflection of the wall at the instant of failure.; The models were verified by tests performed with walls constructed of clay bricks and mortar, and with walls made of wood bricks. In these tests, the load versus deflection, the failure load, and the failure deflection were measured. Reasonable agreements were found between the values calculated by the models and the data.; Parametric studies were also performed. The results of these studies indicate that composite reinforcement applied in a wallpaper-like fashion may increase substantially the load carrying capacities of masonry walls. |
