Technical Papers
Nov 19, 2011

Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure

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Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 1

Abstract

The paper reports the results of a research aimed at analyzing and interpreting the cracking pattern on the Cappella dei Principi (Prince’s Chapel, the Medici’s mausoleum) in the Basilica of San Lorenzo (Florence, Italy). The research was motivated by the sudden collapse of a keystone of an internal barrel vault sustaining one of the lateral apses. After a brief description of the geometry of the structure, the principal results obtained from in situ surveys (flat-jack tests and cored samples) are described; then the numerical analyses developed both to obtain the static identification of the monument and to assess the possible causes leading to the observed failure are illustrated. The numerical modeling operation has been performed step by step, from linear and quite simple models built with plane elements up to a nonlinear model with three-dimensional elements. The nonlinear FEM, which has been tuned by utilizing the results of the in situ measures, is allowed to both qualitatively and quantitatively reproduce the behavior of the structure and its static problems in the area of the barrel vault over the side apses, allowing for justification of the manifested damage. The comprehension of the structural behavior allows identification of a proper retrofitting strategy.

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Acknowledgments

The research was financially supported by the Soprintendenza, which is gratefully acknowledged. Acknowledgments are due to Mr. Saverio Giordano and to all the technicians of the Testing Laboratory of the Civil and Environmental Engineering Department of the University of Florence for the experimental campaign.
This work is gratefully dedicated to the pioneering contributions of our Teacher Prof. Andrea Chiarugi and to his visionary intuition of the structural behavior of many monuments in the Florentine area.

References

Adam, J. M., Brencich, A., Hughes, T., and Jefferson, T. (2010). “Micromodelling of eccentrically loaded brickwork: Study of masonry wallettes.” Eng. Struct., 32(5), 1244–1251.
Adam, J. M., and Pallares, F. J. (2010). “Editorial of the special issue learning from structural failures.” Eng. Struct., 32(7), 1791.
ANSYS [Computer software]. Canonsburg, PA, Ansys.
ASTM. (1991a). “Standard test method for in situ compressive stress within solid unit masonry estimated using flat-jack measurements.” C1196-91, West Conshohocken, PA.
ASTM. (1991b). “Standard test method for in situ measurement of masonry deformability properties the using flat-jack method.” C1197-91, West Conshohocken, PA.
Baldini, U., and Nardini, B. (1984). Il complesso monumentale di San Lorenzo: la Basilica, le Sagrestie, le Cappelle, la Biblioteca. F. Nardini ed., Florence, Italy (in Italian).
Bartoli, G., Chiarugi, A., and Gusella, V. (1996). “Monitoring systems on historic buildings: The Brunelleschi Dome.” J. Struct. Eng., 122(6), 663–673.
Bertani, L. (1998). Guida alle Cappelle Medicee [San Lorenzo: The Medici Chapels and the Laurentian Library]. B. Scala, ed., Florence, Italy (in Italian).
Betti, M., Bartoli, G., and Orlando, M. (2010). “Evaluation study on structural fault of a Renaissance Italian Palace.” Eng. Struct., 32(7), 1801–1813.
Betti, M., Drosopoulos, G. A., and Stavroulakis, G. E. (2008). “Two non-linear finite element models developed for the assessment of failure of masonry arches.” C. R. Mec., 336(1–2), 42–53.
Chiorino, M. A., Spadafora, A., Calderini, C., and Lagomarsino, S. (2008). “Modeling strategies for the world’s largest elliptical dome at Vicoforte.” Int. J. Archit. Her., 2(3), 274–303.
Croci, G. (2006). “Seismic behavior of masonry domes and vaults of Hagia Sophia in Istanbul and St. Francis in Assisi.” Proc., 1st Eur. Conf. Earthq. Eng. Seismol., Curran Associates, Red Hook, NY, 8668–8688.
Croci, G., Cerone, M., and Viskovic, A. (1997). “Analysis From a historical and structural point of view of the domes of Pantheon, Hagia Sophia and St. Peter.” Proc., Int. Cong. Stud. Anc. Struct., Yildiz Technical Univ. Faculty of Architecture Publication, Istanbul, Turkey, 295–304.
Del Coz Díaz, J. J., Lozano Martínez-Luengas, A., Adam, J. M., and Martín Rodríguez, A. (2011). “Non-linear hygrothermal failure analysis of an external clay brick wall by FEM—A case study.” Constr. Build. Mater., 25(12), 4454–4464.
Delatte, N. (2010). “Failure literacy in structural engineering.” Eng. Struct., 32(7), 1952–1954.
Gurrieri, F. (1995). The Cathedral of Santa Maria del Fiore in Firenze. Cassa di Risparmio di Firenze, Florence, Italy (in Italian).
International Council on Monuments and Sites (ICOMOS). (2001). Recommendations for the analysis, conservation and structural restoration of architectural heritage, International Scientific Committee for Analysis and Restoration of Structures of Architectural Heritage, Paris.
Ippolito, L. (1998). “La Cupola della Cappella dei Principi a Firenze.” Rassegna di Architettura e Urbanistica, 94(1), 35–43 (in Italian).
Ivorra, S., Pallares, F. J., and Adam, J. M. (2009). “Experimental and numerical results from the seismic study of a masonry bell tower.” Adv. Struct. Eng., 12(2), 287–293.
Lourenço, P. B. (2002). “Computations on historic masonry structures.” Prog. Struct. Eng. Mater., 4(3), 301–319.
Lourenço, P. B., Krakowiak, K. J., Fernandes, F. M., and Ramos, L. F. (2007). “Failure analysis of Monastery of Jeronimos, Lisbon: How to learn from sophisticated numerical models.” Eng. Fail. Anal., 14(2), 280–300.
Lourenço, P. B., and Pina-Henriques, J. (2006). “Validation of analytical and continuum numerical methods for estimating the compressive strength of masonry.” Comput. Struct., 84(29–30), 1977–1989.
Nelli, G. B. (1753). Discorsi di architettura del senatore Giovan Batista Nelli con la vita del medesimo e due Ragionamenti sopra le Cupole di Alessandro Cecchini Architetto, Per gli Eredi Paperini, Florence, Italy (in Italian).
SAP2000 [Computer software]. Berkeley, CA, CSI.
Taliercio, A., and Binda, L. (2007). “The Basilica of San Vitale in Ravenna: Investigation on the current structural faults and their mid-term evolution.” J. Cult. Herit., 8(2), 99–118.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 1February 2013
Pages: 4 - 26

History

Received: Aug 3, 2011
Accepted: Nov 17, 2011
Published online: Nov 19, 2011
Published in print: Feb 1, 2013

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Authors

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Gianni Bartoli
Associate Professor, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, Via di Santa Marta, 3, I-50139 Florence, Italy.
Michele Betti [email protected]
Ph.D. Research Assistant, Dept. of Civil and Environmental Engineering (DICeA), Univ. of Florence, Via di Santa Marta, 3, I-50139 Florence, Italy (corresponding author). E-mail: [email protected]

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