This
study presents a prediction method on structural performance for confined
masonry walls and for retrofitting of confined masonry walls by comparison with
results of structural test performed at structural laboratory in CISMID
UNI-Lima-Peru. The cyclic loading tests on walls were carried out two different
kinds of the retrofitted schemes of confined masonry walls: the one is a wire
mesh wrapping alternative and the other is the combined materials such as
adhesive and disposal mats with different arrangements. On the other hand, the
methodology to evaluate structural performance for retrofitted confined masonry
wall is suggested. And the accuracy of the prediction method could be verified,
and the applicability of this model in analysis is confirmed using pushover
analysis.