Damping of unreinforced masonry walls retrofitted with CFRP
Seventeen masonry panels were tested with in-plane loading. Three panels were unreinforced. Fourteen panels were reinforced with either CFRP laminate strips or with CFRP fabric sheets. Retrofits were placed either horizontally or diagonally, and on different sets of panels the loading was either mo...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Electronic Journals for Science and Engineering - International
2015-06-01
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| Series: | Electronic Journal of Structural Engineering |
| Subjects: | |
| Online Access: | https://ejsei.com/EJSE/article/view/200 |
| _version_ | 1797733622305783808 |
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| author | M.T. Mansourikia A. Hoback |
| author_facet | M.T. Mansourikia A. Hoback |
| author_sort | M.T. Mansourikia |
| collection | DOAJ |
| description |
Seventeen masonry panels were tested with in-plane loading. Three panels were unreinforced. Fourteen panels were reinforced with either CFRP laminate strips or with CFRP fabric sheets. Retrofits were placed either horizontally or diagonally, and on different sets of panels the loading was either monotonic or cyclic. Strength and damping were found. All types of retrofit with all arrangements of reinforcement produced net increases in strength under all loading. The tests showed that the strength was increased more by laminate strips than fabric sheets. However, conflicting previous studies, horizontally reinforced panels had slightly higher damping.
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| first_indexed | 2024-03-12T12:30:48Z |
| format | Article |
| id | doaj.art-8762a2459de0430e8aa360a04dd5ae12 |
| institution | Directory Open Access Journal |
| issn | 1443-9255 |
| language | English |
| last_indexed | 2024-03-12T12:30:48Z |
| publishDate | 2015-06-01 |
| publisher | Electronic Journals for Science and Engineering - International |
| record_format | Article |
| series | Electronic Journal of Structural Engineering |
| spelling | doaj.art-8762a2459de0430e8aa360a04dd5ae122023-08-29T10:26:15ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552015-06-011510.56748/ejse.15200Damping of unreinforced masonry walls retrofitted with CFRPM.T. Mansourikia0A. Hoback1National Academy of Sciences of Armenia University of Detroit Mercy Seventeen masonry panels were tested with in-plane loading. Three panels were unreinforced. Fourteen panels were reinforced with either CFRP laminate strips or with CFRP fabric sheets. Retrofits were placed either horizontally or diagonally, and on different sets of panels the loading was either monotonic or cyclic. Strength and damping were found. All types of retrofit with all arrangements of reinforcement produced net increases in strength under all loading. The tests showed that the strength was increased more by laminate strips than fabric sheets. However, conflicting previous studies, horizontally reinforced panels had slightly higher damping. https://ejsei.com/EJSE/article/view/200Earthquake rehabilitationStrengtheningInfill masonry wallCFRP |
| spellingShingle | M.T. Mansourikia A. Hoback Damping of unreinforced masonry walls retrofitted with CFRP Electronic Journal of Structural Engineering Earthquake rehabilitation Strengthening Infill masonry wall CFRP |
| title | Damping of unreinforced masonry walls retrofitted with CFRP |
| title_full | Damping of unreinforced masonry walls retrofitted with CFRP |
| title_fullStr | Damping of unreinforced masonry walls retrofitted with CFRP |
| title_full_unstemmed | Damping of unreinforced masonry walls retrofitted with CFRP |
| title_short | Damping of unreinforced masonry walls retrofitted with CFRP |
| title_sort | damping of unreinforced masonry walls retrofitted with cfrp |
| topic | Earthquake rehabilitation Strengthening Infill masonry wall CFRP |
| url | https://ejsei.com/EJSE/article/view/200 |
| work_keys_str_mv | AT mtmansourikia dampingofunreinforcedmasonrywallsretrofittedwithcfrp AT ahoback dampingofunreinforcedmasonrywallsretrofittedwithcfrp |