DSpace Repository

Study on seismic performance Of low earthquake resistant masonry buildings Retrofitted by pp-band mesh

Show simple item record

dc.contributor.author Sathiparan, N.
dc.contributor.author Meguro, K.
dc.date.accessioned 2021-03-02T08:20:40Z
dc.date.accessioned 2022-06-27T09:47:16Z
dc.date.available 2021-03-02T08:20:40Z
dc.date.available 2022-06-27T09:47:16Z
dc.date.issued 2010
dc.identifier.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1741
dc.description.abstract This paper introduces a technically feasible and economically affordable PP-band (polypropylene bands) retrofitting for low earthquake resistant masonry structures in developing countries. Results of 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 Unreinforced masonry en_US
dc.subject Polypropylene band en_US
dc.title Study on seismic performance Of low earthquake resistant masonry buildings Retrofitted by pp-band mesh en_US
dc.type Article en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record