Assessing the seismic vulnerability of a historical building

Engineering Structures

Volumn 57, Issue , 2013, Pages 523-535

  Barbieri, Gaia ^a   Biolzi, Luigi ^a   Bocciarelli, Massimiliano ^a   Fregonese, Luigi ^a   Frigeri, Aronne ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

Finite element modeling; Masonry; Restoration; Seismic vulnerability

Indexed keywords

ELASTO-PLASTIC DAMAGE; HISTORIC MASONRY; HISTORICAL BUILDINGS; LARGE DISPLACEMENTS; MASONRY; SEISMIC VULNERABILITY; STATIC INSTABILITY; THREE DIMENSIONAL FINITE ELEMENT MODEL;

DAMAGE DETECTION; FINITE ELEMENT METHOD; IMAGE RECONSTRUCTION; MASONRY MATERIALS; MECHANICAL PROPERTIES; SEISMOLOGY;

PLASTIC BUILDING MATERIALS;

DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; GROUND SETTLEMENT; LASER METHOD; MASONRY; NONLINEARITY; SEISMIC RESPONSE; STRUCTURAL RESPONSE; THREE-DIMENSIONAL MODELING; VULNERABILITY;

EID: 84881234896     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2013.09.045     Document Type: Article

References (25)

1. Casarin F., Modena C. Seismic assessment of complex historical buildings: application to Reggio Emilia Cathedral, Italy. Int J Archit Heritage 2008, 2:304-327.
2. Anzani A., Binda L., Carpinteri A., Invernizzi S., Lacidogna G. A multilevel approach for the damage assessment of historic masonry towers. J Cult Heritage 2010, 11:459-470.
3. Giordano A., Mele E., De Luca A. Modelling of historical masonry structures: comparison of different approaches through a case study. Eng Struct 2002, 24:1057-1069.
4. Salonikios T., Karakostas C., Lekidi V., Anthoine A. Comparative inelastic pushover analysis of masonry frames. Eng Struct 2003, 25:1515-1523.
5. Ramos L., Lourenco P.B. Modeling and vulnerability of historical city centers in seismic areas: a case study in Lisbon. Eng Struct 2004, 26:1295-1310.
6. Mallardo V., Malvezzi R., Milani E., Milani G. Seismic vulnerability of historical masonry buildings: a case study in Ferrara. Eng Struct 2008, 30:2223-2241.
7. Milani G., Lourenco P.B., Tralli A. 3D Homogenized limit analysis of masonry buildings under horizontal loads. Eng Struct 2007, 29:3134-3148.
8. Cecchi A., Milani G., Tralli A. A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls. Int J Solids Struct 2007, 44:1438-1460.
9. Zucchini A., Lourenco P.B. A coupled homogenisation-damage model for masonry cracking. Comput Struct 2004, 82:917-929.
10. Biolzi L. Evaluation of compressive strength of masonry walls by limit analysis. J Struct Eng 1988, 114:2179-2189.
11. Luciano R., Sacco E. A damage model for masonry structures. Eur J Mech Solids A 1998, 17:285-303.
12. Chengqing W., Hong H., Yong L. Dynamic response and damage analysis of masonry structures and masonry infilled RC frames to blast ground motion. Eng Struct 2005, 27:323-333.
13. Marfia S., Sacco E. Multiscale damage contact-friction model for periodic masonry walls. Comput Methods Appl Mech Eng 2012, 205-208:189-203.
14. Lemos J.V. Discrete element modelling of masonry structures. Int J Archit Heritage 2007, 1:190-213.
15. Casolo S. Modelling in-plane micro-structure of masonry walls by rigid elements. Int J Solids Struct 2004, 41:3625-3641.
16. Pesci A., Casula G., Boschi E. Laser scanning the Garisenda and Asinelli towers in Bologna (Italy): detailed deformation patterns of two ancient leaning buildings. J Cult Heritage 2011, 12:117-127.
17. Pesci A., Bonali E., Galli C., Boschi E. Laser scanning and digital imaging for the investigation of an ancient building: Palazzo d'Accursio study case (Bologna, Italy). J Cult Heritage 2012, 13:215-220.
18. Achille C, Fassi F, Fregonese L. 4 Years history: from 2D to BIM for CH - the main spire on Milan Cathedral. In: Proceedings of the 2012 18th international conference on virtual systems and multimedia, VSMM 2012: virtual systems in the information society, vol. 6365948; 2012. p. 377-382.
19. Fassi F., Achille C., Fregonese L. Surveying and modelling the main spire of Milan Cathedral using multiple data sources. Photogramm Rec 2011, 26(136):462-487.
20. Decreto Ministeriale DM del 14 gennaio. Nuove Norme Tecniche per le Costruzioni [New Technical Standards for Construction]; 2008.
21. Direttiva del Presidente del Consiglio dei Ministri del 9 febbraio. Valutazione e riduzione del rischio sismico del patrimonio culturale con riferimento alle Norme tecniche per le costruzioni di cui al decreto del Ministero delle infrastrutture e dei trasporti del 14 gennaio; 2008 [Assessment and reduction of seismic risk of cultural heritage with reference to Technical standards for construction of the decree of the Ministry of Infrastructure and Transport on January 14, 2008].
22. ABAQUS/Standard. Theory and users manuals, release 6.10-1. HKS Inc., Pawtucket, RI, USA; 2007.
23. Lourenco P.B., Mendes N., Ramos L.F., Oliveira D.V. Analysis of masonry structures without box behavior. Int J Archit Heritage 2001, 5:369-382.
24. Croci G. The conservation and structural restoration of architectural heritage 1998, Computational Mechanics Publications, Southampton.
25. Tomazevic M. Seismic performance of masonry buildings in historic urban and rural nuclei: lessons learned in Slovenia. Int J Archit Heritage 2011, 5:436-465.