Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses

dc.contributor.authorSathiparan, N.
dc.contributor.authorSakurai, K.
dc.contributor.authorNumada, M.
dc.contributor.authorMeguro, K.
dc.date.accessioned2021-03-08T03:01:22Z
dc.date.accessioned2022-06-27T09:57:58Z
dc.date.available2021-03-08T03:01:22Z
dc.date.available2022-06-27T09:57:58Z
dc.date.issued2013
dc.description.abstractThe collapse of stone masonry is one of the greatest causes of death in major earthquake events around the world. This paper investigates a recently developed retrofitting technology specifically aimed at preventing or prolonging the collapse of stone masonry buildings under strong earthquakes. This technology uses common polypropylene packaging straps to form amesh, which is then used to prevent or prolong collapse. This paper examines the findings from static and dynamic testing of the proposed retrofit. It is shown that the proposed technique effectively prevents brittle masonry collapse and the loss of debrisen_US
dc.identifier.citationSathiparan, N., Sakurai, K., Numada, M., & Meguro, K. (2013). Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses. Bulletin of Earthquake Engineering, 11(6), 2177-2196.en_US
dc.identifier.urihttp://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1778
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectStone masonryen_US
dc.subjectPP-band retrofittingen_US
dc.titleExperimental investigation on the seismic performance of PP-band strengthening stone masonry housesen_US
dc.typeArticleen_US

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