Case Study: Seismic Upgrade of a Masonry Bell Tower Using Glass Fiber-Reinforced Polymer Ties
Author:
Affiliation:
1. Assistant Professor, Engineering Dept., Univ. of Sannio, Piazza Roma 21, 82100 Benevento, Italy (corresponding author).
2. Assistant Professor, Dept. of Structural Engineering, Univ. Federico II, Via Claudio 21, 80125 Naples, Italy.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000001
Reference13 articles.
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3. Ceroni F. Pecce M. Voto S. and Manfredi G. (2009b). “Historical architectural and structural assessment of the Bell Tower of Santa Maria del Carmine.” Int. J. Archit. Heritage: Conservation Analysis and Restoration in press.
4. Council National Research (CNR). (2006). “Guide for the design and construction of concrete structures reinforced with fiber-reinforced polymer bars.” CNR DT 203-2006 ⟨http://www.cnr.it/sitocnr/Englishversion/CNR/Activities/RegulationCertification. html⟩.
5. Curti E. Lagomarsino S. and Podestà S. (2006). “Dynamic models for the seismic analysis of ancient Bell Tower.” Proc. Structural Analysis of Historical Constructions (CD ROM) New Delhi P. B. Lourenço P. Roca C. Modena and S. Agrawal eds. McMillan India New Delhi.
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