Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting
Article
Article Title | Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting |
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ERA Journal ID | 17703 |
Article Category | Article |
Authors | |
Author | Zhuge, Yan |
Journal Title | Transactions of the Tianjin University |
Journal Citation | 14 (Supplement), pp. 471-475 |
Number of Pages | 5 |
Year | 2008 |
Place of Publication | Tianjin, China |
ISSN | 1006-4982 |
1995-8196 | |
Digital Object Identifier (DOI) | https://doi.org/10.1007/s12209-008-0080-0 |
Abstract | To retrofit and strengthen existing unreinforced masonry (URM) structures to resist the potential earthquake damages has become an important issue in Australia. In order to secure the performance of URM under seismic loading in the future, a research project was carried out aimed at developing a simple and high strength seismic retrofitting technique for masonry structures. A series of experimental testing on URM walls retrofitted with an innovative technique by cable system have been conducted. |
Keywords | unreinforced masonry; distinct element method; earthquake loads; in-plane shear; retrofitting |
ANZSRC Field of Research 2020 | 401001. Engineering design |
400504. Construction engineering | |
400506. Earthquake engineering | |
Public Notes | Files associated with this item cannot be displayed due to copyright restrictions. |
Byline Affiliations | University of South Australia |
https://research.usq.edu.au/item/9zw19/distinct-element-modelling-of-unreinforced-masonry-wall-under-seismic-loads-with-and-without-cable-retrofitting
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