Two Recent Collapses in Historical Building Aggregates: Forensic Investigations and Lessons Learned
Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 4
Abstract
Italian historical city centers are often composed of buildings built one adjacent to the other. This is why the present Italian technical standards introduce the concept of the building aggregate that consists of a set of adjacent buildings that is the result of an articulated and not unitary genesis owing to multiple factors. Some recent collapses highlighted the many factors that can influence the structural behavior of an aggregate even if the intervention is limited to a part of a single building. Hence, the design approach to this kind of intervention is not as obvious and simple as shown in the previous Italian standards. This paper analyzes two recent aggregate collapses that occurred in Italy to highlight not only the relevant difficulties in the forensic investigations but also the main aspects that have to be considered during the design and the site supervision of interventions in historical building aggregates.
Get full access to this article
View all available purchase options and get full access to this article.
References
Adam, J. S. (2010). “Editorial.” Eng. Struct., 32(7), 1791.
Arangio, S., Molinaro, S., and Bontempi, F. (2013). “Basic modeling for the forensic investigation of the collapse of a masonry structure.” Proc., Conf. Built Heritage 2013, Monitoring Conservation Management, Politecnico di Milano, Milan, Italy, 752–758.
Bontempi, F. (2014). “Tribunale di Trani. Risposta alla richiesta del 29/10/2014.” Consultants of the Judge for the Preliminary Investigations (in Italian).
Bontempi, F., and Gerundo, R. (2012). “Tribunale di Trani. Relazione.” Consultants of the Judge for the Preliminary Investigations (in Italian).
CEN (European Committee for Standardization). (2000). “Methods of test for masonry units. Determination of compressive strength.”, Brussels, Belgium.
Cherubini, C., Cucchiararo, L., Giasi, C. I., and Ramunni, F. P. (1993). “Elaborazioni statistiche su caratteristiche fisiche e meccaniche di vari tipi di calcareniti pugliesi.” Proc., Conf. “Le pietredacostruzione: iltufocalcareo e la pietraleccese, Bari, Italy, 199–210 (in Italian).
Costantino, D., and Angelini, M. G. (2015). “Three-dimensional integrated survey for building investigations.” J. Forensic Sci., 60(6), 1625–1632.
Delatte, N. (2009). “Beyond failure: Forensic case studies for civil engineers.” ASCE, Reston, VA.
Delatte, N. (2010). “Failure literacy in structural engineering.” Eng. Struct., 32(7), 1952–1954.
Delatte, N. (2016). “Systems for structural failure investigations in the United States.” Proc., 19th IABSE Congress 2015—Challenges in Design and Construction of an Innovative and Sustainable Built Environment, IABSE, Zurich, Switzerland, 930–937.
Foderà, P., Palmisano, F., Vitone, A., and Viggiani, C. (2010). “Procura della Repubblica presso il Tribunale di Lecce. Relazione di Consulenza” Public Prosecutor’s Consultants (in Italian).
Heyman, J. (1982). The masonry arch, Ellis Horwood Limited, Chichester, U.K.
Midas/Gen 2010 [Computer software]. Midas IT, Gyeonggi-do, Korea.
MIT (Ministero delle Infrastrutture e dei Trasporti). (2008). “Approvazione delle Nuove Norme Tecniche per le Costruzioni.” (inItalian).
MIT (Ministero delle Infrastrutture e dei Trasporti). (2009). “Circolare del Ministero delle Infrastrutture e dei Trasporti 2 febbraio 2009, n. 617. Istruzioni per l’applicazione delle Nuove Norme tecniche per le Costruzioni di cui al Decreto Ministeriale 14 gennaio 2008.” Italian Technical Standards (in Italian).
Olmati, P., and Gkoumas, K. (2015). “Simplified FEM modelling for the collapse assessment of a masonry vault.” Proc., IF CRASC ‘15, Università La Sapienza, Rome.
Palmisano, F. (2013). “Interpretation of the behaviour of masonry arches and domes by simple models.” Structural studies, repairs and maintenance of heritage architecture XIII (WIT transactions on the built environment 131), WIT, Southampton, U.K., 233–244.
Palmisano, F. (2014). “Assessment of masonry arches and domes by simple models.” Int. J. Struct. Eng., 5(1), 63–75.
Palmisano, F. (2016). “Methodology for rapid structural vulnerability assessment for service loads at the territorial scale.” J. Perform. Constr. Facil., 30(4), .
Palmisano, F., and Perilli, P. (2014). “Tribunale di Trani. Relazione dei Consulenti Tecnici di Parte.” Technical Consultancy (in Italian).
Palmisano, F., and Perilli, P. (2015). “Tribunale di Trani. Osservazioni dei Consulenti Tecnici di Parte.” Technical Consultancy (in Italian).
Palmisano, F., and Totaro, A. (2010). “Load path method in the interpretation of dome behaviour.” Structures and architecture, CRC Press/A.A.Balkema, Leiden, Netherlands, 1826–1833.
Palmisano, F., and Vitone, A. (2015a). “A meaningful case of a collapse caused by hidden structural defects.” Struct. Eng. Int., 25(3), 308–318.
Palmisano, F., and Vitone, A. (2015b). “Changes in codes following structural failures: An Italian perspective on mitigation of structural vulnerability.” Proc., IABSE Conf. 2015—Structural Engineering, Providing Solutions to Global Challenges, Geneva, 801–806.
Palmisano, F., and Vitone, A. (2015c). “Lessons learnt from the partial collapse of a historical masonry building.” Proc., ASCE Forensic Engineering 7th Congress, Performance of the Built Environment, ASCE, Reston, VA, 163–172.
Palmisano, F., and Vitone, A. (2015d). “Partial collapse of one of the most important historical buildings in Salerno, Italy.” J. Perform. Constr. Facil., 29(6), 04014164/1–13.
Palmisano, F., Vitone, A., Vitone, C., and Vitone, V. (2007). “Collapse of the giotto avenue building in foggia.” Struct. Eng. Int., 17(2), 166–171.
Ratay, R. T., and Peraza, D. B. (2013). “Investigation and analysis of structural collapses.” Encyclopedia of forensic sciences, 2nd Ed., J. A. Siegel and P. J. Saukko, eds., Academic Press, Waltham, MA, 461–465.
Salvatori, A., and Aledda, M. (2012). “Procura della Repubblica presso il Tribunale di Trani. Relazione tecnica dei consulenti del Pubblico Ministero. Crollo edificio in via Roma 18—via Mura di Spirito Santo 62—Barletta.” Public Prosecutor’s Consultants (in Italian).
Spilotro, G. (2010). “Studi relativi alla valutazione della pericolosità e rischio di instabilità delle coste alte della regione Puglia. Proposte metodologiche di studio e di mitigazione del rischio.” Basilicata Univ., Potenza, Italy (in Italian).
Stella, M., and Marrone, P. (1992). “Murature esterne in tufo calcarenitico pugliese: Caratteristiche tecnologiche e prestzionali per le verifche di affidabilità.” Consiglio Nazionale delle Ricerche—IRIS, Bari, Italy (in Italian).
Strand7 [Computer software]. Strand7 Pty Ltd., Sydney, NSW, Australia.
Information & Authors
Information
Published In
Copyright
©2017 American Society of Civil Engineers.
History
Received: Aug 23, 2016
Accepted: Nov 14, 2016
Published ahead of print: Feb 12, 2017
Published online: Feb 13, 2017
Discussion open until: Jul 13, 2017
Published in print: Aug 1, 2017
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.