Cost and Effectiveness of Fiber-Reinforced Polymer Solutions for the Large-Scale Mitigation of Seismic Risk in Reinforced Concrete Buildings.

FRP beam-column joints costs global retrofit local strengthening seismic retrofit shear failure

Journal

Polymers
ISSN: 2073-4360
Titre abrégé: Polymers (Basel)
Pays: Switzerland
ID NLM: 101545357

Informations de publication

Date de publication:
31 Aug 2021
Historique:
received: 06 08 2021
revised: 27 08 2021
accepted: 29 08 2021
entrez: 10 9 2021
pubmed: 11 9 2021
medline: 11 9 2021
Statut: epublish

Résumé

Recent seismic events have demonstrated that the high vulnerability of existing reinforced concrete (RC) buildings is mainly due to a lack of proper seismic detailing and the employment of poor-quality concrete. The reconstruction process following the 2009 L'Aquila earthquake highlighted that strengthening these buildings using solutions based on fiber-reinforced polymers (FRPs) can be both efficient and cost-effective. Indeed, their light weight, ease of installation, and the availability of specific guidelines and standards strongly supported their use in design practices, where they were the strengthening technique employed the most. This paper analyses and discusses the data on the actual cost and effectiveness of FRP solutions for seismic strengthening of existing RC buildings. To this end, the large database relating to the L'Aquila reconstruction process was used to select 130 RC buildings strengthened with FRP systems or FRPs combined with other techniques. Details of direct costs, including at the member level, and the types and percentages of strengthened members are analysed for both local and global strategies. This study thus provides readers with valuable data for use in cost-benefit analyses of FRP systems schemes to mitigate seismic risk at large-scale.

Identifiants

pubmed: 34503002
pii: polym13172962
doi: 10.3390/polym13172962
pmc: PMC8433953
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : DPC-ReLUIS 2019-2021
ID : WP7: "Post earthquake analysis: usability, damage, seismic design of repair, and strengthening inter-ventions''

Auteurs

Ciro Del Vecchio (C)

Department of Engineering, University of Sannio, Piazza Roma 21, 82100 Benevento, Italy.

Marco Di Ludovico (M)

Department of Structures for Engineering and Architecture, University of Napoli Federico II, Via Claudio 21, 80125 Napoli, Italy.

Andrea Prota (A)

Department of Structures for Engineering and Architecture, University of Napoli Federico II, Via Claudio 21, 80125 Napoli, Italy.

Classifications MeSH