Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures

Bibliographic Details
Main Author: Maria Teresa De Risi
Publication Date: 2019
Other Authors: André Furtado, Hugo Rodrigues, José Melo, Gerardo Verderame, António Arêde, Humberto Varum, Gaetano Manfredi
Format: Book
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/10216/133962
Summary: Past and more recent seismic events worldwide clearly showed that a crucial issue for lifesafety and loss reduction due to earthquakes for existing reinforced concrete (RC) buildings is related to the out-of-plane (OOP) collapse of infill masonry walls. In literature, few studies addressed this paramount topic, above all about the proposal of strengthening strategies to prevent the infills' collapse. This paper presents an experimental work about the assessment of possible strengthening solutions designed to mitigate or prevent the out-of-plane collapse of masonry infills in existing RC buildings. Three nominally identical full-scale one-bay-one-story RC frames were built and infilled with a thin masonry wall made up of horizontal hollow clay bricks. The first specimen was representative of the enclosure of a typical existing RC building in the Mediterranean region in its "as-built" condition. The remaining two specimens were strengthened against the out-of-plane collapse by means of two different strengthening techniques based on the application of innovative systems made up of high-ductility mortar plaster and fibre-reinforced polymer nets. All the tests consisted in the application of a semi-cyclic (loading-unloading-reloading) history of imposed displacements in the OOP direction by means of small pneumatic jacks through a uniform distributed load. Experimental results are shown in terms of OOP force-displacement responses, deformed shapes and damage evolution. In the end, the results of the tests are compared to assess the effectiveness of the selected strengthening techniques and to provide a support towards the choice of the best strategies for future further investigations and applications.
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spelling Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structuresEngenharia estrutural, Engenharia civilStructural engineering, Civil engineeringPast and more recent seismic events worldwide clearly showed that a crucial issue for lifesafety and loss reduction due to earthquakes for existing reinforced concrete (RC) buildings is related to the out-of-plane (OOP) collapse of infill masonry walls. In literature, few studies addressed this paramount topic, above all about the proposal of strengthening strategies to prevent the infills' collapse. This paper presents an experimental work about the assessment of possible strengthening solutions designed to mitigate or prevent the out-of-plane collapse of masonry infills in existing RC buildings. Three nominally identical full-scale one-bay-one-story RC frames were built and infilled with a thin masonry wall made up of horizontal hollow clay bricks. The first specimen was representative of the enclosure of a typical existing RC building in the Mediterranean region in its "as-built" condition. The remaining two specimens were strengthened against the out-of-plane collapse by means of two different strengthening techniques based on the application of innovative systems made up of high-ductility mortar plaster and fibre-reinforced polymer nets. All the tests consisted in the application of a semi-cyclic (loading-unloading-reloading) history of imposed displacements in the OOP direction by means of small pneumatic jacks through a uniform distributed load. Experimental results are shown in terms of OOP force-displacement responses, deformed shapes and damage evolution. In the end, the results of the tests are compared to assess the effectiveness of the selected strengthening techniques and to provide a support towards the choice of the best strategies for future further investigations and applications.20192019-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/133962engMaria Teresa De RisiAndré FurtadoHugo RodriguesJosé MeloGerardo VerderameAntónio ArêdeHumberto VarumGaetano Manfrediinfo:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-02-27T17:12:36Zoai:repositorio-aberto.up.pt:10216/133962Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T22:06:41.838301Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
title Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
spellingShingle Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
Maria Teresa De Risi
Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
title_short Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
title_full Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
title_fullStr Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
title_full_unstemmed Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
title_sort Experimental assessment of strengthening strategies against the out-of-plane collapse of masonry infills in existing RC structures
author Maria Teresa De Risi
author_facet Maria Teresa De Risi
André Furtado
Hugo Rodrigues
José Melo
Gerardo Verderame
António Arêde
Humberto Varum
Gaetano Manfredi
author_role author
author2 André Furtado
Hugo Rodrigues
José Melo
Gerardo Verderame
António Arêde
Humberto Varum
Gaetano Manfredi
author2_role author
author
author
author
author
author
author
dc.contributor.author.fl_str_mv Maria Teresa De Risi
André Furtado
Hugo Rodrigues
José Melo
Gerardo Verderame
António Arêde
Humberto Varum
Gaetano Manfredi
dc.subject.por.fl_str_mv Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
topic Engenharia estrutural, Engenharia civil
Structural engineering, Civil engineering
description Past and more recent seismic events worldwide clearly showed that a crucial issue for lifesafety and loss reduction due to earthquakes for existing reinforced concrete (RC) buildings is related to the out-of-plane (OOP) collapse of infill masonry walls. In literature, few studies addressed this paramount topic, above all about the proposal of strengthening strategies to prevent the infills' collapse. This paper presents an experimental work about the assessment of possible strengthening solutions designed to mitigate or prevent the out-of-plane collapse of masonry infills in existing RC buildings. Three nominally identical full-scale one-bay-one-story RC frames were built and infilled with a thin masonry wall made up of horizontal hollow clay bricks. The first specimen was representative of the enclosure of a typical existing RC building in the Mediterranean region in its "as-built" condition. The remaining two specimens were strengthened against the out-of-plane collapse by means of two different strengthening techniques based on the application of innovative systems made up of high-ductility mortar plaster and fibre-reinforced polymer nets. All the tests consisted in the application of a semi-cyclic (loading-unloading-reloading) history of imposed displacements in the OOP direction by means of small pneumatic jacks through a uniform distributed load. Experimental results are shown in terms of OOP force-displacement responses, deformed shapes and damage evolution. In the end, the results of the tests are compared to assess the effectiveness of the selected strengthening techniques and to provide a support towards the choice of the best strategies for future further investigations and applications.
publishDate 2019
dc.date.none.fl_str_mv 2019
2019-01-01T00:00:00Z
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