Seismic Analysis and Retrofitting by C-FRP of Reinforced Concrete Bell Towers Within Masonry Churches: A Case Study-Reference-Cited by-同舟云学术

Seismic Analysis and Retrofitting by C-FRP of Reinforced Concrete Bell Towers Within Masonry Churches: A Case Study

Published:2021 Issue: Volume: Page:29-56
ISSN:2194-9832
Container-title:Case Studies of Building Rehabilitation and Design
language:
Short-container-title:

Author:

Formisano Antonio,Davino Antonio

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-030-71237-2_3

Reference30 articles.

1. Acito M, Bocciarelli M, Chesi C et al (2014) Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: numerical insight. Eng Struct 72:70–91. https://doi.org/10.1016/j.engstruct.2014.04.026

2. Calderón PA, Adam JM, Ivorra S et al (2009) Design strength of axially loaded RC columns strengthened by steel caging. Mater Design 30(10):4069–4080

3. Clementi F, Quagliarini E, Monni F et al (2017) Cultural heritage and earthquake: the case study of “Santa Maria Della Carità” in Ascoli Piceno. Open Civic Eng J 11:1079–1105. https://doi.org/10.2174/1874149501711011079

4. Cosenza E, Iervolino I (2007) Case study: seismic retrofitting of a medieval bell tower with FRP. J Compos Constr 11(3):319–327

5. Cuzzoni M (2016) Structural restoration of bell towers: Practical manual for maintenance, consolidation and restoration (in Italian). Dario Flaccovio Editore

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