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Pseudo-static cyclic loading comparison of reinforced masonry walls strengthened with FRCM or NSM FRP

Zuhair Al-Jaberi - No affiliation found

2018/04/10 Full-length article DOI: 10.1016/j.conbuildmat.2018.02.043 Journal: Construction and Building Materials

Abstract:

Highlights•Reinforced masonry walls were strengthened with FRCM and NSM FRP and subjected to cyclic loading.•Variables included type of strengthening technique, amount of fiber, and masonry bond pattern.•Behavior was investigated in terms of ultimate capacity, energy dissipation, and mode of failure.•Experimental results were compared to control specimen and the effect of parameters was reported.