Damage Assessment and Design of Structural Interventions for Monte di Pietà in Naples, Italy

Several signs of damage—such as cracks passing through the wall and surface deterioration appearing on the façade of the monumental building of Monte di Pietà in Naples, Italy—suggested the need to carry out on-site investigations to check the safety of this monumental structure. The investigations concerned several aspects: i) geometric survey, ii) survey of the crack patterns and of the deterioration distribution on the internal and external surfaces of the walls, iii) in situ measurements of the state of stress, and iv) georadar investigations to detect the geometry and conditions of the external pilasters in piperno stone (a sort of structural frame), which was suspected of being detached from the rest of the wall and therefore susceptible to possible local failures. An advanced numerical finite element method (FEM) analysis was conducted for the evaluation of the static conditions of the structure. A methodological and interdisciplinary experience to analyze and assess the stability of monumental buildings is discussed. The knowledge of historical reparative interventions and, moreover, an accurate knowledge of the geometry and the structural assessment of the façade suggested the need to design some strengthening and reparative interventions and each type of these interventions has been described in detail.

[1]  Anna Maria Mecchi,et al.  Corrosion of ancient marble monuments by rain: Evaluation of pre-industrial recession rates by laboratory simulations , 1993 .

[2]  Michele Betti,et al.  Assessment of seismic resistance of a basilica-type church under earthquake loading: Modelling and analysis , 2008, Adv. Eng. Softw..

[3]  J. Delgado Rodrigues,et al.  Indicators and ratings for the compatibility assessment of conservation actions , 2007 .

[4]  Maria Rosa Valluzzi,et al.  Design choices and intervention techniques for repairing and strengthening of the Monza cathedral bell-tower , 2002 .

[5]  A. Prota,et al.  In-plane shear performance of masonry panels strengthened with FRP , 2007 .

[6]  Robert W. Messler,et al.  Joining Composite Materials and Structures , 2004 .

[7]  Domenico Calcaterra,et al.  The building stones of the ancient centre of Naples (Italy): Piperno from Campi Flegrei. A contribution to the knowledge of a long-time-used stone , 2000 .

[8]  Henrique Lorenzo,et al.  Control of structural problems in cultural heritage monuments using close-range photogrammetry and computer methods , 2005 .

[9]  Giorgio Croci,et al.  General methodology for the structural restoration of historic buildings: the cases of the Tower of Pisa and the Basilica of Assisi , 2000 .

[10]  Eva Coisson,et al.  The fractures of the French Panthéon : Survey and structural analysis , 2008 .

[11]  D. Ranalli,et al.  Ground penetrating radar investigations for the restoration of historic buildings: the case study of the Collemaggio Basilica (L'Aquila, Italy) , 2004 .

[12]  Wolfram Jäger,et al.  Material properties of historical masonry of the Frauenkirche and the masonry guideline for reconstruction , 2003 .

[13]  Paulo B. Lourenço,et al.  Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models , 2007 .

[14]  George Deodatis,et al.  San Francisco Monastery, Quito, Equador: characterisation of building materials, damage assessment and conservation considerations , 2003 .

[15]  P. Arias,et al.  Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics , 2009 .

[16]  Eser Durukal,et al.  The structural configuration of the first dome of Justinian's Hagia Sophia (A.D. 537–558): An investigation based on structural and literary analysis , 2009 .

[17]  D. M. McCann,et al.  Geophysical imaging inside masonry structures , 1999 .

[18]  Domenico Calcaterra,et al.  The ornamental stones of Caserta province: the Campanian Ignimbrite in the medieval architecture of Casertavecchia , 2004 .

[19]  Giuseppe Lacidogna,et al.  In situ damage assessment and nonlinear modelling of a historical masonry tower , 2005 .

[20]  Terrence F. Paret,et al.  Using traditional and innovative approaches in the seismic evaluation and strengthening of a historic unreinforced masonry synagogue , 2008 .

[21]  Maria Rosa Valluzzi,et al.  Structural investigations and analyses for the conservation of the ‘Arsenale’ of Venice , 2002 .

[22]  Jorge de Brito,et al.  Stains in facades' rendering - Diagnosis and maintenance techniques' classification , 2008 .

[23]  Stavros K. Kourkoulis,et al.  Dionysos marble beams under bending: A contribution towards understanding the fracture of the Parthenon architraves , 2010 .

[24]  Richard Laing,et al.  Maintenance and repair issues for stone cleaned sandstone and granite building façades , 2003 .

[25]  Domenico Calcaterra,et al.  Building stone and related weathering in the architecture of the ancient city of Naples , 2000 .

[26]  Francesco Genna,et al.  Numerical analysis of old masonry buildings: a comparison among constitutive models , 1998 .

[27]  Fabrizio Antonelli,et al.  Insight into the conservation problems of the stone building “ Bab Agnaou ”, a XII cent. monumental gate in Marrakech (Morocco) , 2007 .

[28]  Antonella Saisi,et al.  INVESTIGATION PROCEDURES FOR THE DIAGNOSIS OF HISTORIC MASONRIES , 2000 .

[29]  Bruna Di Sabato,et al.  Monte di Pietà , 1987 .

[30]  N. Yastikli Documentation of cultural heritage using digital photogrammetry and laser scanning , 2007 .

[31]  J. O. Lewis,et al.  Architectural detailing, weathering and stone decay , 1994 .

[32]  Michele Betti,et al.  Modelling and analysis of a Romanesque church under earthquake loading: Assessment of seismic resistance , 2008 .

[33]  Pierre Pegon,et al.  Numerical modelling of stone-block monumental structures , 2001 .