Experimental Study On Static And Dynamic Behavior Of Pp-Band Mesh Retrofitted Adobe Masonry Structure

Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1737

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DC Field	Value	Language
dc.contributor.author	Sathiparan, N.
dc.contributor.author	Mayorca, P.
dc.contributor.author	Meguro, K.
dc.date.accessioned	2021-03-02T08:10:01Z
dc.date.accessioned	2022-06-27T09:47:16Z	-
dc.date.available	2021-03-02T08:10:01Z
dc.date.available	2022-06-27T09:47:16Z	-
dc.date.issued	2010
dc.identifier.uri	http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1737	-
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 the material tests and 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	en_US
dc.language.iso	en	en_US
dc.title	Experimental Study On Static And Dynamic Behavior Of Pp-Band Mesh Retrofitted Adobe Masonry Structure	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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