Abstract
Buildings built in Italy after the 1950s represent about 50% of the existing building stock. Currently they have structural and energy deficiencies, compared to news standards, and their maintenance is considered, in many cases, unsustainable.
In recent years, several studies of these buildings have been carried out, but many of this have addressed individual problems relating to structural, energy and architectural deficiencies, without a real interdisciplinary coordination. For this reason, a study has been undertaken which aims to address these issues in an integrated way through a multidisciplinary approach in the retrofit of existing reinforced concrete buildings that deals with the aspects relating to structural strengthening, energy requalification and architectural renovation. In this paper only the first step of this study is presented related the structural aspects; in detail, a pushover analysis was carried out in order to define the performance point of the combined system (concrete reinforced building and steel exoskeleton) and the results of the analysis are presented and discussed.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Sugano, S.: State of the arts in aseismic strengthening of existing reinforced concrete buildings in Japan, Takenaka Technical Research Report, No. 25 (1981)
Japan Building Disaster Prevention Association (JBDPA): Guideline for Seismic Retrofit of Existing Reinforced Concrete Buildings, Translated by Building Research Institute (2001)
Bellini, O., Marini, A., Passoni, C.: Adaptive exoskeleton systems for the resilience of the built environment. J. Technol. Archit. Environ. 15, 71–80 (2018)
Caverzan, A., Lamperti Tornaghi, M., Negro, P.: Taxonomy of the redevelopment methods for non-listed architecture: from façade refurbishment to the exoskeleton system, In: JRC, Conference and Workshop Reports, Proceedings of Safesust Workshop, Ispra, November 26–27, 2016
PRIN 2009: Ministero dell’Istruzione, dell’Università e della Ricerca; Coordinatore Scientifico Montuori M.; Nuove pratiche progettuali per la riqualificazione sostenibile di complessi di habitat sociale in Italia
Formisano, A., Massimilla, A., Di Lorenzo, G., Landolfo, R.: Seismic retrofit of gravity load designed RC buildings using external steel concentric bracing systems. Eng. Fail. Anal. 111 (2020)
Formisano, A., Di Lorenzo, G., Colacurcio, E., Di Filippo, A., Massimilla, A., Landolfo R.: Steel orthogonal exoskeletons for seismic retrofit of existing reinforced concrete and prestressed concrete buildings: design criteria and applications; Costruzioni Metalliche Nov-Dic 2020 (2020)
Regio Decreto-Legge 16 Novembre 1939-XVIII: n.2229 (suppl.Ord. alla Gazzetta Ufficiale n.92 del 18 aprile 1940; Norme per l’esecuzione delle opere in concglomerato cementizio semplice od armato
Ministero dei Lavori Pubblici: Consiglio Superiore, Circolare n.1472 del 23 maggio 1957; Armatura delle Strutture in cemento armato
Legge 25 novembre 1962, n. 1684, (Gazzetta Ufficiale 22 dicembre 1684, n. 326); Provvedimenti per l'edilizia, con particolari prescrizioni per le zone sismiche
Bollettino Ufficiale C.N.R., Anno 1 n.3 31 Maggio 1967; Ipotesi di Carico sulle Costruzioni
Tondini, N., Zanon, G., Pucinotti, R., Di Filippo, R., Bursi, O.S.: Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel. Eng. Struct. 174, 373–383 (2018)
Faella, C., Martinelli, E., Nigro, E.: Seismic assessment and retrofitting of R.C. existing buildings, In: Proceedings of the 13th World Conference on Earthquake Engineering, Vanvouver, B.C., Canada, 1–6 August 2004, paper n. 84
Fajfar, P.: Capacity spectrum method based on inelastic demand, spectra earthquake. Eng. Struct. Dyn. 28, 979–993 (1999)
Federal Emergency Management Agency (FEMA): Techniques for the Seismic Rehabilitation of Existing Buildings, FEMA 547/2006
Stacec s.r.l, FATA-Next, v.2021.12.4, Bovalino, RC, Italy
Ponzo, F.C., Di Cesare, A., Arleo, G., Totaro, P.: Protezione sismica di edifici esistenti con controventi dissipativi di tipo isteretico: aspetti progettuali ed esecutivi, Progettazione sismica, 1-2010, Eucentre Press (2010)
Verderame, G.M., Ricci, P., Esposito, M., Sansiviero, F.C.: Le caratteristiche meccaniche degli acciai impiegati nelle strutture in c.a. realizzate dal 1950 al 1980. Atti del XXVI Convegno Nazionale AICAP “Le prospettive di sviluppo delle opere in calcestruzzo strutturale nel terzo millennio”, Padova, 19–21 maggio (2011)
Ministero delle Infrastrutture e dei Trasporti: D.M. 17 gennaio 2018, Norme Tecniche per le Costruzioni
C.S.LL.PP Circolare 21 gennaion 2019 n.7, Istruzioni per l’applicazione dell’«Aggiornamento delle “Norme tecniche per le costruzioni”» di cui al Decreto Ministeriale 17 gennaio (2018)
Fukuyama, H., Sugano, S.: Japanese seismic rehabilitation of concrete buildings after the Hyogoken-Nanbu earthquake. Cement Concr. Compos. 22, 59–79 (2000)
Dolce, M., Manfredi, G.: Linee Guida per la Riparazione e il Rafforzamento di Elementi Strutturali, Tamponature e Partizioni, Dipartimento della Protezione Civile, Rete dei Laboratori Universitari di Ingegneria Sismica (ReLUIS) (2011)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Buda, R., Alvaro, M.R., Pucinotti, R. (2022). Seismic Retrofit of Concrete Reinforced Existing Buildings by Insertion of Steel Exoskeleton: A Case Study. In: Calabrò, F., Della Spina, L., Piñeira Mantiñán, M.J. (eds) New Metropolitan Perspectives. NMP 2022. Lecture Notes in Networks and Systems, vol 482. Springer, Cham. https://doi.org/10.1007/978-3-031-06825-6_219
Download citation
DOI: https://doi.org/10.1007/978-3-031-06825-6_219
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-06824-9
Online ISBN: 978-3-031-06825-6
eBook Packages: Intelligent Technologies and RoboticsIntelligent Technologies and Robotics (R0)