Case Study: Seismic Retrofitting of a Medieval Bell Tower with FRP

Author:

Cosenza Edoardo12,Iervolino Iunio12

Affiliation:

1. Full Professor, Dipartimento di Analisi e Progettazione Strutturale, Università degli Studi di Napoli Federico II, Via Claudio 21, 80125 Naples, Italy (corresponding author). E-mail: cosenza@unina.it

2. Assistant Professor, Dipartimento di Analisi e Progettazione Strutturale, Università degli Studi di Napoli Federico II, Via Claudio 21, 80125 Naples, Italy. E-mail: iunio.iervolino@unina.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference17 articles.

1. Bond analysis of masonry structures strengthened with CFRP sheets;Aiello M. A.;AI Comm.,2006

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Technical Committee Document 440. 2R-02 Farmington Hills Mich.

3. Balsamo A. Battista U. Herzalla A. and Viskovic A. (2001). “The use of aramidic fibres to improve the structural behaviour of masonry structures under seismic actions.” Proc. Archi 2000 Int. Congress UNESCO Paris.

4. Ceroni F. Pecce M. Manfredi G. and Marcari G. (2003). “Experimental bond behaviour in masonry elements externally reinforced with FRP laminates.” Proc. CCC2003 Composite in Construction Università della Calabria Cosenza Italy.

5. Charter of Krakow. (2000). “Principles for conservation and restoration of built heritage.” Proc. Int. Conf. Conservation “Krakow 2000 ” ICOMOS Paris.

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