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Seismic study of 1/4 scale Unreinforced adobe masonry models Retrofitted with pp-band meshes

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dc.contributor.author Sathiparan, N.
dc.contributor.author Mayorca, P.
dc.contributor.author Meguro, K.
dc.date.accessioned 2021-03-03T08:01:28Z
dc.date.accessioned 2022-06-27T09:47:18Z
dc.date.available 2021-03-03T08:01:28Z
dc.date.available 2022-06-27T09:47:18Z
dc.date.issued 2010
dc.identifier.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1749
dc.description.abstract This paper introduces a technically feasible and economically affordable PP-band (polypropylene band) retrofitting for low earthquake resistant masonry structures in developing countries. Results of the shaking table tests on building models show that the PP-band retrofitting technique can enhance safety of both existing and new masonry buildings even in worst case scenario of earthquake ground motion like JMA7 seismic intensity. Therefore proposed method can be one of the optimum solutions for promoting safer building construction in developing countries and contribute earthquake disaster mitigation in future. en_US
dc.language.iso en en_US
dc.subject adobe masonry en_US
dc.subject polypropylene band en_US
dc.title Seismic study of 1/4 scale Unreinforced adobe masonry models Retrofitted with pp-band meshes en_US
dc.type Article en_US


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