Abstract:
Unreinforced masonry is one of the most used construction materials in
the world. It is also unfortunately, the most vulnerable during earthquakes. This
combined with the widespread use of masonry in earthquake prone regions of the world
has resulted in a large number of casualties due to the collapse of this type of structures.
Several methods have been proposed to improve strength, ductility and energy dissipation
capability of masonry structures. However, in developing countries, retrofitting masonry
structures should be economic, the retrofitting material accessible and local available
workmanship used. Also simple construction procedure is needed. Considering these
points, a new retrofitting technique has been proposed based on the use of polypropylene
bands (PP-bands), which are commonly utilized for packing. This material is available at
a very low price even in remote areas of the world. To evaluate the beneficial effects of
the proposed PP-band mesh retrofitting method, diagonal shear tests and out-of-plane
tests were carried out on masonry wallettes with and without retrofitting. In diagonal
shear tests, the masonry wallettes were retrofitted with meshes whose borders were
connected with either epoxy or just by overlapping to evaluate whether the connection
type influences the retrofitting performance. From both tests results, which are
highlighted in the paper, it could be seen that PP-band retrofitted masonry wallettes had
larger residual strength after the first crack in both in-plane and out-of-plane loading. It
was clear that PP-band mesh retrofitting improved the overall stability and ductility of the
structure.
