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Seismic evaluation of earthquake resistance and retrofitting measures for two story 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 2021-03-08T03:08:49Z
dc.date.accessioned 2022-06-27T09:47:17Z
dc.date.available 2021-03-08T03:08:49Z
dc.date.available 2022-06-27T09:47:17Z
dc.date.issued 2014
dc.identifier.citation Sathiparan, 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.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1779
dc.description.abstract This 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.iso en en_US
dc.subject PP-band retrofitting en_US
dc.subject Shaking table test en_US
dc.title Seismic evaluation of earthquake resistance and retrofitting measures for two story masonry houses en_US
dc.type Article en_US


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