Automatic fragility curve evaluation of masonry churches accounting for partial collapses by means of 3D FE homogenized limit analysis

Computers and Structures

Volumn 89, Issue 17-18, 2011, Pages 1628-1648

  Milani, Gabriele ^a   Venturini, Gennj ^b  

^a POLITECNICO DI MILANO   (Italy)

^b 2SI Software e Servizi per l'Ingegneria ^*  (Italy)

Author keywords

3D analysis; Kinematic approach; Limit analysis; Masonry; Monumental buildings

Indexed keywords

3D ANALYSIS; COMMERCIAL SOFTWARE; FE SOFTWARE; FRAGILITY CURVES; GLOBAL BEHAVIORS; LIMIT ANALYSIS; MASONRY; MONTE CARLO SIMULATION; MONUMENTAL BUILDINGS; SECOND PHASE; SEISMIC LOAD; STRENGTH DOMAIN;

BIOMECHANICS; KINEMATICS; MECHANICAL PROPERTIES; MONTE CARLO METHODS; RELIGIOUS BUILDINGS; SOFTWARE TESTING; THREE DIMENSIONAL;

MASONRY MATERIALS;

EID: 79959845178     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2011.04.014     Document Type: Article

References (31)

1. F. Doglioni, A. Moretti, and V. Petrini Le chiese e il terremoto 1994 Edizioni LLINT Trieste (Italy) [in Italian]
2. L. Ramos, and P.B. Loureno Modeling and vulnerability of historical city centers in seismic areas: a case study in Lisbon Eng Struct 26 2004 1295 1310 (Pubitemid 39239078)
3. A. Giuffr Safety and conservation of historical centers: the Ortigia case 1993 Laterza Press Roma (Bari) [in Italian]
4. S. Lagomarsino, and S. Resemini The assessment of damage limitation state in the seismic analysis of monumental buildings Earthq Spectra 25 2 2009 323 346
5. P.B. Loureno, and J.A. Roque Simplified indexes for the seismic vulnerability of ancient masonry buildings Constr Build Mater 20 2006 200 208 (Pubitemid 41808699)
6. Roque JA. Strengthening and structural rehabilitation of old masonry walls (in Portuguese)/Reforo e reabilitaão estrutural de paredes antigas de alvenaria. MSc thesis, Universidade do Minho; 2002.
7. G. Augusti, M. Ciampoli, and S. Zanobi Bounds to the probability of collapse of monumental buildings Struct Saf 24 2002 89 105 (Pubitemid 34731477)
8. G. Augusti, M. Ciampoli, and P. Giovenale Seismic vulnerability of monumental buildings Struct Saf 23 2001 253 274 (Pubitemid 34060673)
9. Brandonisio G. Analisi di edifici a pianta basilicale soggetti ad azioni sismiche. PhD thesis, II University of Naples, Italy; 2007.
10. Giordano A. Sulla capacit sismica delle chiese a pianta basilicale. PhD thesis, University of Naples Federico II, Italy; 2001.
11. Devaux M. Seismic vulnerability of cultural heritage buildings in Switzerland. PhD thesis, EPFL Lausanne, Switzerland; 2008.
12. Beolchini G, Milano L, Antonacci E. Regione Molise (Italy). Decreto 76 03/08/2005. Protocollo di progettazione per la realizzazione degli interventi di ricostruzione post-sisma sugli edifici privati; 2006.
13. F.A. Zuccarello, G. Milani, R.S. Olivito, and A. Tralli A numerical and experimental analysis of unbonded brickwork panels laterally loaded Constr Build Mater 23 5 2009 2093 2106
14. DM 14/01/2008. Nuove norme tecniche per le costruzioni. Ministero delle Infrastrutture (GU n. 29 04/02/2008), Rome (Italy).
15. G. Milani, P.B. Loureno, and A. Tralli Homogenised limit analysis of masonry walls. Part II: Structural examples. Comput Struct 84 2006 181 195 (Pubitemid 41745468)
16. G. Milani, P.B. Loureno, and A. Tralli Homogenised limit analysis of masonry walls. Part I: Failure surfaces Comput Struct 84 2006 166 180 (Pubitemid 41745467)
17. G. Milani, P.B. Loureno, and A. Tralli A homogenization approach for the limit analysis of out-of-plane loaded masonry walls J Struct Eng ASCE 132 10 2006 1650 1663 (Pubitemid 44410273)
18. G. Milani, P.B. Lourenco, and A. Tralli 3D homogenized limit analysis of masonry buildings under horizontal loads Eng Struct 29 11 2007 3134 3148 (Pubitemid 47629861)
19. G. Milani, and D. Benasciutti Homogenized limit analysis of masonry structures with random input properties: polynomial response surface approximation and Monte Carlo simulations Struct Eng Mech 34 4 2010 417 447
20. P. Suquet Analyse limite et homogeneisation CR Acad Sci - Ser IIB - Mech 296 1983 1355 1358 [in French]
21. A. Cecchi, G. Milani, and A. Tralli A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls Int J Solids Struct 44 5 2007 1438 1460 (Pubitemid 46072856)
22. G. Milani, and P.B. Loureno A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loaded Comput Struct 88 2010 690 717
23. Pro-SAP user's manual. Software for the design of civil engineering structures. www.2si.it.
24. A. Cavicchi, and L. Gambarotta Lower bound limit analysis of masonry bridges including arch-fill interaction Eng Struct 29 11 2007 3002 3014 (Pubitemid 47629848)
25. S. Casolo Rigid element model for non-linear analysis of masonry faades subjected to out-of-plane loading Commun Numer Methods Eng 15 1999 457 468 (Pubitemid 32213143)
26. Cali I, Marletta M, Pant B. Un semplice macro-elemento per la valutazione della vulnerabilit sismica di edifici in muratura [A simple macro-element for the seismic vulnerability evaluation of masonry buildings]. In: Proc ANIDIS, XI Congresso Nazionale "L'ingegneria Sismica in Italia", Genoa, Italy; January 2004.
27. K. Krabbenhoft, A.V. Lyamin, M. Hjiaj, and S.W. Sloan A new discontinuous upper bound limit analysis formulation Int J Numer Methods Eng 63 2005 1069 1088 (Pubitemid 40865408)
28. S.W. Sloan, and P.W. Kleeman Upper bound limit analysis using discontinuous velocity fields Comput Methods Appl Mech Eng 127 1-4 1995 293 314
29. K. Krabbenhoft, A.V. Lyamin, and S.W. Sloan Formulation and solution of some plasticity problems as conic programs Int J Solids Struct 44 2007 1533 1549 (Pubitemid 46072858)
30. G. Milani, and P.B. Lourenco A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation Int J Mech Sci 51 1 2009 89 104
31. Vermeltfoort A. Brick-mortar interaction in masonry under compression. PhD thesis, Eindhoven University of Technology; 2006.