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

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dc.contributor.author Sathiparan, N.
dc.contributor.author Sakurai, K.
dc.contributor.author Numada, M.
dc.contributor.author Meguro, K.
dc.date.accessioned 2021-03-08T03:01:22Z
dc.date.accessioned 2022-06-27T09:57:58Z
dc.date.available 2021-03-08T03:01:22Z
dc.date.available 2022-06-27T09:57:58Z
dc.date.issued 2013
dc.identifier.citation Sathiparan, 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.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1778
dc.description.abstract The 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 debris en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject Stone masonry en_US
dc.subject PP-band retrofitting en_US
dc.title Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses en_US
dc.type Article en_US


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