El comportamiento a largo plazo de torres y estructuras de fábrica. El Campanario de la Catedral de Monza
DOI:
https://doi.org/10.4995/loggia.2010.3040Palabras clave:
Torre, Colapso, Fatiga, Viscosidad, Fábrica de ladrillo, Comportamiento a largo plazoResumen
Tras el colapso de varios edificios de fábrica y torres en algunos países como Italia, los autores han formulado la hipótesis de un posible deterioro continuo de dichas estructuras debido tanto a las solicitaciones derivadas del peso propio como de las cargas cíclicas (viento, variaciones de temperatura, etc). El comportamiento a largo plazo de la mampostería histórica ha sido también objeto de estudio mediante un seguimiento continuo de ensayos en laboratorio y la aplicación de pruebas cíclicas. Los resultados indican que una investigación, tanto en laboratorio e in situ, sumada a una modelización analítica puede resultar fundamental en casos de campanarios de cierta altura. A continuación, se propone la aplicación de dichos procedimientos en el Campanario de la Catedral de Monza.
Descargas
Citas
Archivio Capitolare di Monza, Sezione Cronache 2, 1805-1838
Archivio di Stato di Milano, Fondo Religione, Cartella 2566
Biblioteca Capitolare di Monza, Burocco-Sirtori, Annuali di Monza, Vol.III, 1770-1850
Biblioteca Capitolare di Monza, Burocco-Sirtori, Annuali di Monza, Vol.IV, 1770-1850
Anzani A, Binda L, Mirabella Roberti G: A Numerical Interpretation of Long-term Behaviour of Masonry Materials under Persistent Loads. 4th STREMA, Architectural Studies, Materials & Analysis, Computational Mechanics Publications, Vol. 1, 1995; 179-186
Astori B, Bezoari G, Guzzetti F: Analogue and Digital Methods in Architectural Photogrammetry. XVII Int. Congress of Photogrammetry and Remote Sensing, Commission V,Washington 1992
Binda L, Gatti G,Mangano G et al.: The Collapse of the Civic Tower of Pavia: a Survey of the Materials and Structure. Masonry International 1992:11-20
Binda L,Mirabella RobertiG, Poggi C: Il Campanile del Duomo di Monza: valutazione delle condizioni statiche. Editoriale L’Edilizia 1996; 7/8: 44-53
Binda L, Poggi C: Ricerca volta a stabilire le condizioni statiche del Campanile del Duomo di Monza mediante analisi chimiche, fisiche e meccaniche dei materiali. D.I.S. Politecnico di Milano; 1996
Binda L, Poggi C: Ricerca volta a determinare il comportamento meccanico della muratura del Campanile del Duomo di Monza mediante procedure sperimentali e simulazioni numeriche. D.I.S. Politecnico di Milano; 1997
Binda L, Anzani A,Mirabella Roberti G: The failure of ancient Towers: problems for their safety assessment. Int. Conf. on Composite Construction - Conventional and Innovative, Zurich, 1997; 699-704
Binda L., Tiraboschi C., Flat-jack Test as a Slightly Destructive Technique for the Diagnosis of Brick and Stone Masonry Structures, 8th Int. Conf. Structural Faults and Repair, CD-ROM, 1999
L. Binda, A. Saisi, C. Tiraboschi, Investigation procedures for the diagnosis of historic masonries, Construction and Building Materials, ed. Elsevier-Norwich, Vol. 14, N. 4, June 2000, pp. 199-233. https://doi.org/10.1016/S0950-0618(00)00018-0
L. Binda, A. Saisi, C. Tiraboschi, Application of sonic tests to the diagnosis of damaged and repaired structures, Non Destructive Testing and Evaluation International, ed. Elsevier Science Ltd., Vol. 34, N. 2, January 2001, pp. 123-138. https://doi.org/10.1016/S0963-8695(00)00037-2
L.Binda,A. Saisi, S.Messina, S. Tringali,Mechanical damage due to long term behaviour of multiple leaf pillars in Sicilian Churches, III International Seminar on Structural Analysis of Historical Constructions, University of Minho, Guimarães (Portugal), 7th-9th November 2001, pp. 707-718
L. Binda, C. Modena, A. Saisi, R. Tongini Folli, M.R. Valluzzi, Bed joints structural repointing of historic masonry structures, 9th Canadian Masonry Symposium Spanning the Centuries with Masonry, Fredericton (Canada), 4-6 June 2001, CD-ROM
L. Binda, A. Anzani, A. Saisi, G. Mirabella Roberti, Structural Integrity in Historic Structures, in AA.VV, Comprehensive Structural Integrity. Fracture of Materials from nano to macro, Volume I: Structural Integrity Assessment -Example and Case Studies, Editors I. Milne, R.O. Ritchie, B. Karihaloo, Pergamon Elsevier Science, Oxford, Vol. 1, Cap. 1.02, 2003, pp. 25-47. https://doi.org/10.1016/B0-08-043749-4/01071-5
Gantert Engineering Studio: Technical opinion about the collapse of the Bell Tower of St. Maria Magdalena in Goch (Germany). November 1993
C. Gentile, A. Saisi, L. Binda, Dynamic investigation of a historic masonry Bell Tower, 6th International Masonry Conference, London, 4th-6th November 2002, pp. 192-199
Gentile C., Saisi, A., Dynamic-based F.E. model updating to evaluate damage in masonry towers, IV International Seminar Structural Analysis of Historical Constructions (P. Laurenço, C. Modena, P. Roca Eds.), Padova 10th –12th November 2004, Balkema, Vol. 1, pp. 439-449
Iacono B: Noto, la Cattedrale: cenni storici ed architettonici dalle origini al crollo. In Noto...mia! la Cattedrale -Architettura ed Urbanistica del Centro Storico- 1976-1995, Sicula Editrice netum, Noto (Siracusa), 1996
LencznerD,WarrenDJN: In situ me a surement of Long term Movements in a Brick Masonry Tower Block. Proceedings of the 6th IBMaC, Rome, 1982; 1467-1477
Scotti A: L’età dei Borromei inMonza. In Il Duomo nella storia e nell’arte, Electa, Milano, 1989
Descargas
Publicado
Cómo citar
Número
Sección
Licencia
Esta revista se publica bajo una Licencia de Creative Commons Reconocimiento-NoComercial-SinObraDerivada 4.0 Internacional
