Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1779
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dc.contributor.authorSathiparan, N.
dc.contributor.authorSakurai, K.
dc.contributor.authorNumada, M.
dc.contributor.authorMeguro, K.
dc.date.accessioned2021-03-08T03:08:49Z
dc.date.accessioned2022-06-27T09:47:17Z-
dc.date.available2021-03-08T03:08:49Z
dc.date.available2022-06-27T09:47:17Z-
dc.date.issued2014
dc.identifier.citationSathiparan, N., Sakurai, K., Numada, M., & Meguro, K. (2014). Seismic evaluation of earthquake resistance and retrofitting measures for two story masonry houses. Bulletin of earthquake engineering, 12(4), 1805-1826.en_US
dc.identifier.urihttp://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1779-
dc.description.abstractThis paper discusses on the shaking table test results of two 1:4 scale model of two-storymasonry structure typically used in constructing low-rise residential buildings. This test is performed to provide a better understanding of the seismic behavior of the PP-band (polypropylene band) mesh retrofitted adobe masonry house. The test structure is subjected to a series of different levels of harmonicmotion that applied along the longitudinal direction. The results of the shaking table tests on building models show that the PP-band retrofitting technique can enhance the safety of masonry buildings, even during severe ground motion.en_US
dc.language.isoenen_US
dc.subjectPP-band retrofittingen_US
dc.subjectShaking table testen_US
dc.titleSeismic evaluation of earthquake resistance and retrofitting measures for two story masonry housesen_US
dc.typeArticleen_US
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