Experimental results on the retrofitting of hollow brick masonry walls with reinforced high performance mortar coatings. (15th June 2017)
- Record Type:
- Journal Article
- Title:
- Experimental results on the retrofitting of hollow brick masonry walls with reinforced high performance mortar coatings. (15th June 2017)
- Main Title:
- Experimental results on the retrofitting of hollow brick masonry walls with reinforced high performance mortar coatings
- Authors:
- Messali, F.
Metelli, G.
Plizzari, G. - Abstract:
- Highlights: A technique for the strengthening of unreinforced hollow brick masonry is presented. A reinforced high-performance mortar coating was connected to the masonry. Six full scale specimens under in-plane loads were tested. Improvements in resistance and displacement capacity of the walls were achieved. The strengthened walls showed a significant delay in cracking formation. Abstract: Many masonry buildings in Europe were built after the Second World War during a booming economy when seismic risk was not properly considered and, as a consequence, seismic codes were not available yet. Several of these buildings are quite small since they are used by one or two families. Because of the huge developments in the knowledge on seismic actions, there is now a major concern for the vulnerability of these buildings under possible earthquakes. The present work focuses on seismic strengthening of a masonry typology widely used for social housing. It is based on hollow masonry bricks with horizontal holes and poor cementitious mortar. Results of quasi-static cyclic tests carried out on full-scale unreinforced masonry walls with different geometries, representing either a shear wall or a pier-spandrel assembly, are presented. The specimens were repaired or strengthened with a thin layer of high-performance mortar reinforced with light steel-mesh. The test results show the effectiveness of the proposed technique since it provides a remarkable enhancement of both lateral strengthHighlights: A technique for the strengthening of unreinforced hollow brick masonry is presented. A reinforced high-performance mortar coating was connected to the masonry. Six full scale specimens under in-plane loads were tested. Improvements in resistance and displacement capacity of the walls were achieved. The strengthened walls showed a significant delay in cracking formation. Abstract: Many masonry buildings in Europe were built after the Second World War during a booming economy when seismic risk was not properly considered and, as a consequence, seismic codes were not available yet. Several of these buildings are quite small since they are used by one or two families. Because of the huge developments in the knowledge on seismic actions, there is now a major concern for the vulnerability of these buildings under possible earthquakes. The present work focuses on seismic strengthening of a masonry typology widely used for social housing. It is based on hollow masonry bricks with horizontal holes and poor cementitious mortar. Results of quasi-static cyclic tests carried out on full-scale unreinforced masonry walls with different geometries, representing either a shear wall or a pier-spandrel assembly, are presented. The specimens were repaired or strengthened with a thin layer of high-performance mortar reinforced with light steel-mesh. The test results show the effectiveness of the proposed technique since it provides a remarkable enhancement of both lateral strength and displacement capacity. … (more)
- Is Part Of:
- Construction & building materials. Volume 141(2017)
- Journal:
- Construction & building materials
- Issue:
- Volume 141(2017)
- Issue Display:
- Volume 141, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 141
- Issue:
- 2017
- Issue Sort Value:
- 2017-0141-2017-0000
- Page Start:
- 619
- Page End:
- 630
- Publication Date:
- 2017-06-15
- Subjects:
- Masonry wall -- Hollow brick -- Retrofitting -- Strengthening -- High-performance mortar -- Steel mesh -- Cyclic tests -- Coating
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2017.03.112 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 497.xml