Seismic Behavior of Infill Brick Walls Strengthened with Welded Wire Mesh

View at publisher
Authors: Eray Özbek, Süleyman Akkurt, Sabahattin Aykaç
Cited by: 2
References: 46

Abstract

The aim of this research is to improve the seismic performance of the existing brick infill walls by fastening welded steel wire mesh on the wall surfaces. The idea is to use ductile and low-cost material for effective confinement. A total of nine, consisting three identical reference and six strengthened, infill brick walls were prepared and tested under reversal cyclic loading. As a result, considerable improvement in overall seismic behavior was observed. In addition to 1.6 from 2.3 times strength increase with respect to the reference, more than 5% lateral drift ratio was achieved without significant loss of load.

Fields of Study & Subjects

Masonry and Concrete Structural Analysis Seismic Performance and Analysis Civil and Structural Engineering Research

Publication details

Journal / source
Journal of Earthquake Engineering
Publisher
Informa UK Limited
Volume
30
Issue
12
Pages
2608–2627
Publication date
16 March 2026
Language
EN