dc.contributor.authorMaalej, M.
dc.contributor.authorLin, V. W. J.
dc.contributor.authorNguyen, Minh Phuong
dc.contributor.authorQuek, S. T.
dc.date.accessioned2015-06-02T04:31:31Z
dc.date.available2015-06-02T04:31:31Z
dc.date.copyright2015en_US
dc.date.issued2015
dc.identifier.citationMaalej, M., Lin, V. W. J., Nguyen, M. P., & Quek, S. T. (2010). Engineered cementitious composites for effective strengthening of unreinforced masonry walls. Engineering structures, 32(8), 2432-2439.en_US
dc.identifier.urihttp://hdl.handle.net/10220/25728
dc.description.abstractIn this paper, a total of 18 masonry wall panels were tested under both quasi-static and dynamic loadings to assess the extent to which a cementitious-based material known as Engineered Cementitious Composite (ECC) can enhance the out-of-plane resistance of unreinforced masonry (URM) walls. The masonry wall panels, which were retrofitted with an ultra-ductile hybrid-fiber ECC, were subjected to three types of load patterns, namely, patch load, uniformly-distributed load and low-velocity projectile impact. The results obtained from the above tests showed that the proposed ECC-strengthening systems are effective in increasing the ultimate load-carrying capacity of URM walls, improving their ductility, enhancing their resistance against multiple low-velocity impacts and preventing sudden and therefore catastrophic failure.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesEngineering structuresen_US
dc.rights© 2010 Elsevier Ltd.en_US
dc.subjectDRNTU::Engineering::Civil engineering::Structures and design
dc.titleEngineered cementitious composites for effective strengthening of unreinforced masonry wallsen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.engstruct.2010.04.017
dc.identifier.rims186594


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