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State of art review on PP‑band retrofitting for masonry structures

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dc.contributor.author Sathiparan, N.
dc.date.accessioned 2023-12-20T05:12:11Z
dc.date.available 2023-12-20T05:12:11Z
dc.date.issued 2020
dc.identifier.uri http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/9973
dc.description.abstract Experience from earthquakes has shown that the collapse of unreinforced masonry structures causes a larger number of loss of life during these events in developing countries. Therefore, there is an urgent need to improve their seismic performance to reduce future fatalities and to protect the existing housing stock. To efectively promote seismic retroftting, inexpensive and simple technical solutions are required. Because in many regions self-construction is predominant, it is expected that any retroftting initiative will also be taken by the house resident. Consequently, it is also important that the retroftting procedure does not require highly skilled labor. Polypropylene band (PP-band) retroftting method satisfes these two key requirements. PP-bands are commonly used for packing, which is inexpensive, worldwide available and durable. This paper focuses on reviewing the PP-band seismic retroftting considering tests conducted to evaluate the efciency of the retroftting method, factors afecting the retroftting, promotion technique, limitation and feature research focus of the PP-band retroftting method. en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject PP-band en_US
dc.subject Masonry en_US
dc.subject Earthquake en_US
dc.subject Retroftting en_US
dc.subject Residual strength en_US
dc.title State of art review on PP‑band retrofitting for masonry structures en_US
dc.type Article en_US
dc.identifier.doi https://doi.org/10.1007/s41062-020-00316-9 en_US


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