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http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/1779
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DC Field | Value | Language |
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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 |
Appears in Collections: | Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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Seismic evaluation of earthquake resistance.pdf | 239.66 kB | Adobe PDF | View/Open |
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