PSI - Issue 44

ScienceDirect Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2022) 000–000 Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2022) 000–000 Available online at www.sciencedirect.com Procedia Structural Integrity 44 (2023) 331–338

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2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. 10.1016/j.prostr.2023.01.043 2452-3216 © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy 2452-3216 © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy © 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. On the basis of the data reported on the sheets regarding damage and seismic vulnerabilities surveyed according to simplified models, analyses aimed at assessing the effects of the earthquake on masonry buildings were carried out with particular reference to masonry quality, connections between masonry septa and connections between vertical, horizontal and roof structures. These assessments can be used as support for design choices to be made on both protected and ordinary historic building stock. On the basis of the data reported on the sheets regarding damage and seismic vulnerabilities surveyed according to simplified m dels, analyses aimed at ass ssing th effects of the earthquake on masonry buildings were carried out with particular reference to ma onry quality, c nnection between m sonry septa and connections between vertical, horizontal and roof structures. These assessments can be used as support for d ign choices to be made on both prote ted and ordinary historic building stock. Keywords: Seismic vulnerability; masonry; repair; reconstruction; seismic prevention; 2009 earthquake As part of the post 2009 earthquake reconstruction, the Project Accompanying Sheet (hereinafter Sheet) was developed for the Municipality of L'Aquila to support the design and execution of interventions on the buildings in the historic centers and to have the monitoring of the activities carried out also through the collection of economic, technical (level of damage, vulnerability and most significant structural deficiencies) and geometric data surveyed by professionals. The Sheet, an elaboration provided for by the D.P.C.M. February 4, 2013, is the subject of controls under the responsibility of the Special Reconstruction Office in L'Aquila. The data contained in the Sheet, organized according to a predefined format, have been processed in the present study to seek a correlation between the state of damage and the out-of-plane mechanisms of the masonry, the XIX ANIDIS Conference, Seismic Engineering in Italy The quality of connections between masonry and decks and the effects of earthquake Franco Braga a , Raniero Fabrizi b , Carmenzo Miozzi c , Giuseppe Rossi d , Massimo Sessa e a Professor of Construction Technology in the Department of Structural and Geotechnical Engineering, Via Eudossiana 18, 00184, Rome b Former executive of the Ministry of Sustainable Infrastructure and Mobility, Via Nomentana 1, 00184, Rome c Official of the Special Office for Post Earthquake Reconstruction 2016 of the Abruzzo Region, Via Salaria Antica Est 27, 67100, L'Aquila d Freelancer, Vicolo del Fontanile Arenato 2, 00163, Rome e President of the Superior Council of Public Works, Via Nomentana 2, 00161, Rome XIX ANIDIS Conference, Seismic Engineering in Italy The quality of connections betw en masonry and decks and the effects of earthquake Franco Braga a , Raniero Fabrizi b , Carmenzo Miozzi c , Giuseppe Rossi d , Massimo Sessa e a Professor of Construction Technology in the Department of Structural and Geotechnical Engineering, Via Eudossiana 18, 00184, Rome b Former executive of the Ministry of Sustainable Infrastructure and Mobility, Via Nomentana 1, 00184, Rome c Official of the Special Office for Post Earthquake Reconstruction 2016 of the Abruzzo Region, Via Salaria Antica Est 27, 67100, L'Aquila d Freelancer, Vicolo del Fontanile Arenato 2, 00163, Rome e President of the Superior Council of Public Works, Via Nomentana 2, 00161, Rome Following the 2009 earthquake that affected the Abruzzo region of Italy, it was produced a sheet to support the design activity of reconstruction of historic centers of L'Aquila. Abstract Following the 2009 earthquake that affected the Abruzzo region of Italy, it was produced a sheet to support the design activity of reconstruction of historic centers of L'Aquila. Keywords: Seismic vulnerability; masonry; repair; reconstruction; seismic prevention; 2009 earthquake 1. Background 1. Background As part of the post 2009 earthquake reconstruction, the Project Accompanying Sheet (hereinafter Sheet) was developed for the Municipality of L'Aquila to support the design and execution of interventions on the buildings in the historic centers and to have the monitoring of the activities carried out also through the collection of economic, technical (level of damage, vulnerability and most significant structural deficiencies) and geometric data surveyed by professionals. The Sheet, an elaboration provided for by the D.P.C.M. February 4, 2013, is the subject of controls under the responsibility of the Special Reconstruction Office in L'Aquila. The data contained in the Sheet, organized according to a predefined format, have been processed in the present study to seek a correlation between the state of damage and the out-of-plane mechanisms of the masonry, the Abstract