NONDESTRUCTIVE TESTING FOR THE DIAGNOSIS AND THE RESTORATION OF ARCHITECTURAL MONUMENTS AND HISTORICAL BUILDINGS

Nobile L., Bartolomeo V., Bonagura M., Micro-Destructive Flat-Jack Test for the Diagnosis of Historic Masonry, Key Engineering Materials, Switzerland, 2010, Vols. 417-418, pp 741-744;

Rossi P.P., Analysis of Mechanical Characteristics of Brick Masonry by Means of non-destructive "in Situ" Tests, ISMES Bollettino, Italy, 1985, pp.1-85;

ASTM: In-situ compressive stress within solid unit masonry estimated using flat-jack measurements, ASTM Standards C 1196-04 (2004);

ASTM: In-situ measurement of masonry deformability properties using the flat-jack method, C 1197-04 (2004);

RILEM: In-situ stress tests based on the flat-jack, RILEM Recommendation MDT.D.4 (2004);

Rossi P.P., Recent developments of the flat-jack test on masonry structures, ISMES Publication, Italy, 1987, Vol.231, pp.1-29;

Bartoli G., Betti M. and Giordano S., In situ static and dynamic investigations on the “Torre Grossa” masonry, Engineering Structures, Elsevier Holland, Vol.52,pp.718-733,2013;

Gregorczyk P. and Lourenço P.B., A review on flat-jack testing, Engenharia Civil, Spain,Vol. 9, pp. 39–50,2000;

Bonaldi P., Iurina L., Rossi P.P., Indagini Sperimentali e numeriche sui dissesti del Palazzo della Ragione di Milano, XIV Congresso Nazionale di Geotecnica, Firenze, Italy 1980;

Nobile L., Bartolomeo V., Bonagura M, Structural Analysis of Historic Masonry Arch Bridges: Case Study of Clemente Bridge on Savio River, Key Engineering Materials,Switzerland, 2012. Vols.488-489, pp 674-677.

Nobile L., Bartolomeo V., Structural analysis of Historical Masonry Arches: state-of-the-art and recent developments, International Journal of Mathematical Models and Methods in Applied Sciences,USA, Vol. 9, pp.338-344,2015;

Nobile L., Bartolomeo V., Comparison between available assessment methods of historical masonry arches , International Journal of Mathematical Models and Methods in Applied Sciences,USA, Vol. 9, pp.61-67,2017;

Milani G., A simple equilibrated homogenization model for the limit analysis of masonry structures. Wseas Transactions on Applied and Theoretical Mechanics, Issue 5, Vol. 2, 2007, pp. 119-125.

Audeneart A., Dullaert W., Reniers G. , Peremans H., Evaluation of the limit load capacity of masonry arch bridges, Wseas Transactions on Applied and Theoretical Mechanics, Issue 4, Vol. 4, 2009, pp. 137-146.