TECHNICAL PAPERS
Jun 1, 2007

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

Publication: Journal of Composites for Construction
Volume 11, Issue 3

Abstract

Seismic retrofitting of monument structures requires compliance with restrictive constraints related to the preservation of original artistic and structural features. Any conceived intervention must achieve structural performance yet still respect the appearance and structural mechanism of the original and be as minimally invasive as possible. Therefore, traditional retrofit strategies may not be suitable for such purposes, and structural engineers need to develop specific techniques. Innovative materials (e.g., composites) may be helpful, as demonstrated by the case study presented in this paper. Fiber-reinforced plastics (FRPs) were used for the design, analysis, and installation of the retrofit for the medieval bell tower in Serra San Quirico (Ancona, Italy). A FRP tie system is applied to the inner walls and anchored at the base by a reinforced concrete slab, independent of the tower’s foundation. The intervention enhances the seismic capacity of the structure and is fully provisional as it may be removed by heating the FRP with a hot air jet. The design process consisted of preliminary finite-element simulation and on-site structural assessment. Effectiveness is evaluated by a comparison of nonlinear static analyses (pushover) of the retrofitted and original structures. Finally, seismic risk reduction is computed by considering probabilistic seismic hazard at the site. Installation issues and the current appearance of the structure are also discussed.

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Acknowledgments

The writers would like to thank the past supervisor for the architectural heritage of Marche, architect Enrico Guglielmo; architects A. Cyrillo Gomes and G. Taccogni for reliefs and architectural aspects; Ph.E. S. Vitolo for aiding in analyses; and Professor A. Balsamo for the study of FRP installation details. The writers also acknowledge the contributions of STRAGO S.R.L., which performed dynamic structural assessment and materials investigations; Mapei S.p.A. for support on FRP materials they produce; and Mrs. Racquel K. Hagen for her substantial help in editing.

References

Aiello, M. A., and Sciolti, S. M. (2006). “Bond analysis of masonry structures strengthened with CFRP sheets.” AI Comm., 20(1–2), 90–100.
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.
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.
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.
Charter of Krakow. (2000). “Principles for conservation and restoration of built heritage.” Proc., Int. Conf. Conservation “Krakow 2000,” ICOMOS, Paris.
Charter of Venice. (1964). “International charter for the conservation and restoration of monuments and sites. Decisions and resolutions.” Proc., 2nd Int. Conf. of Architects and Technicians of Historical Monuments, ICOMOS, Paris.
Cosenza, E., Manfredi, G., Occhiuzzi, A., and Pecce, M. (2000). “Toward the investigation of the interface behavior between tuff masonry and FRP fabrics.” Proc., Int. Conf. on Mechanics of Masonry Structures Strengthened with FRP Materials: Modeling, Testing Design, Control, Edizioni Cortina, Padova, Italy.
Faella, G., Manfredi, G., and Realfonzo, R. (1993). “Stress-strain relationships for tufaff-masonry: Experimental results and analytical formulations.” Masonry Int., 7(2), 35–61.
Fajfar, P. (1999). “Capacity spectrum method based on inelastic demand spectra.” Earthquake Eng. Struct. Dyn. 28(9), 979–999.
Giangreco, E. (2000). “Principles of structural restoration, developments and perspectives.” Proc., 5th Int. Congress on Restoration of Architectural Heritage “Firenze 2000,” CICOP, Tenerife, Spain.
Guglielmo, E., and Cosenza, G. (2003). “Un esempio di miglioramento sismico reversibile: Il caso del campanile della chiesa di S. Lucia.” Proc., 19th Int. Conf. of Science and Culture; La reversibilita net restauro: Riflessioni, Esperienze, Precorsi di ricerca, Arcadia Ricerche, Bressanone, Italy (in Italian).
Italian Seismic Survey (SSN). (2001). Seismic hazard for the Italian territory (CD-ROM), Rome (in Italian).
Kiss, R. M., Kollar, L. P., Jai, J., and Krawinkler, H. (2002). “Masonry strengthened with FRP subjected to combined bending and compression. II: Test results and model predictions.” J. Compos. Mater., 36(9), 1049–1063.
Mann, W., and Müller, H. (1982). “Failure of shear-stressed masonry—An enlarged theory, tests and application to shear walls.” Proc., British Ceramic Society, 30, 223–235.
Ordinanza del Presidente del Consiglio dei Ministri (OPCM) n. 3274. (2003). “Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e normative tecniche per le costruzioni in zona sismica.” Supplemento ordinario 72 alla Gazzetta Ufficiale della Repubblica Italiana n°105 (in Italian).
Penelis, G. G. (2000). “Analysis and design in structural restoration.” Proc., 5th Int. Congress on Restoration of Architectural Heritage “Firenze 2000.” CICOP, Tenerife, Spain.
Powell, B., and Hodgkinson, H. R. (1976). “The determination of stress/strain relationship of brickwork.” Proc., 4IBMAC, Groupement National de l’Industrie de la Terre Cuite, Brugge, Belgium.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 11Issue 3June 2007
Pages: 319 - 327

History

Received: Jun 27, 2005
Accepted: Jul 13, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

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Authors

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Edoardo Cosenza
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: [email protected]
Iunio Iervolino
Assistant Professor, Dipartimento di Analisi e Progettazione Strutturale, Università degli Studi di Napoli Federico II, Via Claudio 21, 80125 Naples, Italy. E-mail: [email protected]

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