Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic and Energetic Study of Infill-Wall Prototype: Seismic Aspects
https://orcid.org/http://orcid.org/0000-0001-7477-228X
https://orcid.org/http://orcid.org/0009-0005-8985-0929
https://orcid.org/http://orcid.org/0000-0003-3906-5648
https://orcid.org/http://orcid.org/0000-0001-9583-0995
Recent seismic events have highlighted the high seismic vulnerability of the non-structural elements as masonry infill walls. In Italy, more interventions were dedicated to damage recovery of this elements.
Moreover, considering that the masonry infill walls of reinforced concrete frame structures of existing buildings, built around the years ‘70 represent most of the existing heritage and that they have significant energy deficits, the need to intervene both from the point of view of seismic and energy is evident.
In Reggio Calabria, a research activity was undertaken to define an innovative plaster for integrated seismic and energetic retrofit.
In this paper the seismic aspects of a prototype of infill wall consisting of an innovative plaster is studied; in detail, the results of the analyses carried out on a traditional plaster are compared with those of an innovative anti-overturning system.
In the other paper presented at the same conference, the energy aspects are discussed. The dimensioning and the verifications are carried out according to Italian codes. The results highlight the effectiveness of these methods of retrofit (compatible and sustainable) for the seismic and energy improvement of masonry infill walls.
Seismic and Energetic Study of Infill-Wall Prototype: Seismic Aspects
https://orcid.org/http://orcid.org/0000-0001-7477-228X
https://orcid.org/http://orcid.org/0009-0005-8985-0929
https://orcid.org/http://orcid.org/0000-0003-3906-5648
https://orcid.org/http://orcid.org/0000-0001-9583-0995
Recent seismic events have highlighted the high seismic vulnerability of the non-structural elements as masonry infill walls. In Italy, more interventions were dedicated to damage recovery of this elements.
Moreover, considering that the masonry infill walls of reinforced concrete frame structures of existing buildings, built around the years ‘70 represent most of the existing heritage and that they have significant energy deficits, the need to intervene both from the point of view of seismic and energy is evident.
In Reggio Calabria, a research activity was undertaken to define an innovative plaster for integrated seismic and energetic retrofit.
In this paper the seismic aspects of a prototype of infill wall consisting of an innovative plaster is studied; in detail, the results of the analyses carried out on a traditional plaster are compared with those of an innovative anti-overturning system.
In the other paper presented at the same conference, the energy aspects are discussed. The dimensioning and the verifications are carried out according to Italian codes. The results highlight the effectiveness of these methods of retrofit (compatible and sustainable) for the seismic and energy improvement of masonry infill walls.
Seismic and Energetic Study of Infill-Wall Prototype: Seismic Aspects
https://orcid.org/http://orcid.org/0000-0001-7477-228X
https://orcid.org/http://orcid.org/0009-0005-8985-0929
https://orcid.org/http://orcid.org/0000-0003-3906-5648
https://orcid.org/http://orcid.org/0000-0001-9583-0995
Recent seismic events have highlighted the high seismic vulnerability of the non-structural elements as masonry infill walls. In Italy, more interventions were dedicated to damage recovery of this elements.
Moreover, considering that the masonry infill walls of reinforced concrete frame structures of existing buildings, built around the years ‘70 represent most of the existing heritage and that they have significant energy deficits, the need to intervene both from the point of view of seismic and energy is evident.
In Reggio Calabria, a research activity was undertaken to define an innovative plaster for integrated seismic and energetic retrofit.
In this paper the seismic aspects of a prototype of infill wall consisting of an innovative plaster is studied; in detail, the results of the analyses carried out on a traditional plaster are compared with those of an innovative anti-overturning system.
In the other paper presented at the same conference, the energy aspects are discussed. The dimensioning and the verifications are carried out according to Italian codes. The results highlight the effectiveness of these methods of retrofit (compatible and sustainable) for the seismic and energy improvement of masonry infill walls.
Seismic and Energetic Study of Infill-Wall Prototype: Seismic Aspects
Lect. Notes in Networks, Syst.
Calabrò, Francesco (Herausgeber:in) / Madureira, Livia (Herausgeber:in) / Morabito, Francesco Carlo (Herausgeber:in) / Piñeira Mantiñán, María José (Herausgeber:in) / Buda, Rocco (Autor:in) / Errigo, Roberta (Autor:in) / Massimo, Domenico Enrico (Autor:in) / Pucinotti, Raffaele (Autor:in)
INTERNATIONAL SYMPOSIUM: New Metropolitan Perspectives ; 2024 ; Reggio Calabria, Italy
14.12.2024
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Seismic and Energetic Study of Infill-Wall Prototype: Energetic Aspects
| Springer Verlag | 2024
SEISMIC REHABILITATION USING INFILL WALL SYSTEMS
| British Library Conference Proceedings | 2006
SEISMIC REHABILITATION USING INFILL WALL SYSTEMS
| Springer Verlag | 2006
Infill Wall Effect on Seismic Analysis of Reinforced Concrete Buildings
| Springer Verlag | 2023
Seismic Isolation of Masonry Infill Walls
| ASCE | 2004