[1] | Acito M., Milani G. (2012). Safety assessment of an ancient masonry structure by means of a homogenized non-linear approach. In Proc.: 8th Structural Analysis of Historical Constructions SAHC Congress, 5th to 17th October 2012 Wrocław, Poland. |
[2] | Bruggi M., Milani G., Taliercio A. (2012). Design of the optimal fiber-reinforcement for masonry structures via topology optimization. In Proc.: 8th Structural Analysis of Historical Constructions SAHC Congress, 5th to 17th October 2012 Wrocław, Poland. |
[3] | Milani G., Pizzolato M., Tralli A. (2012). Simple homogenized plate model for out-of-plane loaded masonry taking into account material and geometrical non linearity. In Proc.: 8th Structural Analysis of Historical Constructions SAHC Congress, 5th to 17th October 2012 Wrocław, Poland. |
[4] | Milani G., Lourenço P.B. (2012). A simple homogenized model for the non-linear analysis of FRP strengthened masonry structures. In Proc.: CST 2012, The Eleventh International Conference on Computational Structures Technology, Dubrovnik, Croatia, 4-7 September 2012. |
[5] | Bruggi M., Milani G., Taliercio A. (2012). Optimal fibre reinforcement for masonry structures using topology optimization. In Proc.: CST 2012, The Eleventh International Conference on Computational Structures Technology, Dubrovnik, Croatia, 4-7 September 2012. |
[6] | Uva G., Casolo S., Milani G., Acito M. (2012). An evaluation of the soil-structure interaction in the non-linear dynamic analysis of masonry towers. In Proc.: 15th Word Conference on Earthquake Engineering WCEE 15, 24 to 28 September 2012, Lisbon, Portugal. |
[7] | Casolo S., Milani G., Sanjust A., Taliercio A. (2012). In Proc.: 15th Word Conference on Earthquake Engineering WCEE 15, 24 to 28 September 2012, Lisbon, Portugal. |
[8] | Milani G., Milani F. (2012). Elastomeric seismic isolators behavior at different pads thickness. In Proc.: 2nd International Conference on Simulation and Modeling Methodologies, Technologies and Applications, Rome, Italy, 28-31 July 2012 (Editor: Prof. Nuno Pina, Janusz Kacprzyk). |
[9] | Milani G., Milani F. (2011). A comprehensive numerical model for the interpretation of crosslinking with peroxides and sulphur: chemical mechanisms and optimal vulcanization of real items. In: Proc. Fall 180th Technical Meeting & Advanced Materials in Health Care Cleveland, Ohio 2011October 11-13, 2011. |
[10] | Milani G., Milani F. (2011). Crosslinking by peroxide and sulphur vulcanization: chemical mechanisms and reaction kinetic determination. a comprehensive numerical model. In: Proc. Simultech 2011, 1st International Conference on Simulation and Modeling Methodologies, Technologies and Applications (SIMULTECH), Noordwijkerhout, The Netherlands, July 2011. |
[11] | Milani G., Fedele R. (2011). Finite element model for FRP-from-masonry delamination: three-dimensional effects and interface traction assessment. In: Proc. 16th International Conference on Composite Structures ICCS 16, Ferreira A.J.M. (Editor),FEUP, Porto, June 2011. |
[12] | Cundari G.A., Milani G., Failla G., Nucera F., Santini A. (2011). Pushover analysis of an ancient masonry oil-mill in the southern Italy: a meso-macro scale model. In: Proc. 5th ICEGE International Conference on Earthquake Geotechnical Engineering. Santiago del Chile, January 2011. |
[13] | Milani G., Milani F. (2010). Numerical model for the interpretation of sulfur vulcanization through the oscillating disk cure meter test. In: Proc. Fall 178th Technical Meeting of the Rubber Division of the American Chemical Society, Inc., Milwaukee, Wisconsin October 12-14, 2010. ISSN: 1547-1977 |
[14] | Milani G., Milani E. (2010). Kinematic FE limit analysis homogenization model for masonry walls reinforced with continuous GFRP grids. In: Proc. icccbe2010, The International Conference on Computing in Civil and Building Engineering, Nottingham, UK June-July 2010. |
[15] | Cundari G.A., Milani G., Failla G., Nucera F., Santini A. (2010). Two-step pushover analysis of an ancient masonry oil-mill in the Southern Italy. In: Proc. 7th International Conference on Structural Analysis of Historical Constructions (SAHC 2010),•Shanghai, China, October 2010. |
[16] | Milani G., Fedele R. (2010). Delamination of FRP strips glued to masonry columns: a numerical insights. In: Proc. 8th IMC International Masonry Conference, Dresden, Germany, July 2010. |
[17] | Milani G., Milani E., Tralli A. (2010). A FE limit analysis software for FRP-reinforced masonry buildings subjected to horizontal loads. In: Proc. 8th IMC International Masonry Conference, Dresden, Germany, July 2010. |
[18] | Milani G. (2009). FE limit analysis meso-mechanical model for the pushover analysis of 2D masonry frames. In: Proc. 8th ICCMSE International Conference of Computational Methods in Sciences and Engineering, Rhodes, Greece, September 2009. |
[19] | Milani G., Milani F. (2009). Comparative numerical study on the optimal vulcanization of rubber compounds through traditional curing and microwaves. In: Proc. 8th ICCMSE International Conference of Computational Methods in Sciences and Engineering, Rhodes, Greece, September 2009. |
[20] | Lourenço P.B., Milani G., Zucchini A. (2009). Recent advances in masonry homogenization. Computational Modeling Workshop on Concrete, Masonry and on Fiber-reinforced Composites. 17-18 June 2009, Delft, The Netherlands. |
[21] | Milani G., Olivito R.S., Tralli A., Zuccarello F.A. (2007). Numerical analysis of masonry walls out-of-plane loaded. In: Proc. EUROSIM 07, VI Eurosim Congress on Modelling and Simulation, Ljubljana, Slovenia, September 2007. |
[22] | Milani G., Lourenco P.B. (2007). Heterogeneous and homogenized FE models for the limit analysis of out-of-plane loaded masonry walls. In: Proc. IX International Conference on Computational Plasticity COMPLAS IX, Barcelona, September 2007. |
[23] | Milani E., Milani G., Tralli A. (2007). Homogenization and limit analysis for masonry shells. In: Proc. ANASS 07, Advanced Numerical Analysis of Shell-like Structures, Zagreb, Croatia, September 2007. |
[24] | Milani G., Cecchi A., Milani E., Tralli A. (2007). FE limit analysis strategies for the analysis of masonry structures in- and out-of-plane loaded. USNCCM IX San Francisco, USA, July 2007. |
[25] | Lourenco P.B., Zucchini A., Milani G., Tralli A. (2006). Homogenisation approaches for structural analysis of masonry structures. In: Proc. SAHC 2006, V Conference on Structural Analysis of Historical Constructions, New Delhi, India, November 2006. [Invited lecture] |
[26] | Milani G., Lourenco P.B., Tralli A. (2006). 3D homogenized limit analysis of masonry buildings subjected to horizontal loads. In: Proc. III ECCM Congress, Lisbon, Portugal, June 2006. |
[27] | Cecchi A., Milani G., Tralli A. (2006). Limit analysis of out-of-plane loaded running bond masonry walls under Mindlin-Reissner plate hypotheses. In: Proc. III ECCM Congress, Lisbon, Portugal, June 2006. |
[28] | Milani G., Lourenco P.B., Tralli A. (2005). A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls. In: Proc. CC 2005 and AICC 2005, Rome, Italy, September 2005. |
[29] | Milani G., Alessandri C. (2004). Non-linear Analysis of Historical Masonry Walls: a Homogenisation Procedure and F.E.M. Models. In: Proc. WCCM VI/APCOM 04 Congress, Beijing, China, 2004. |
[30] | Cecchi A., Milani G., Tralli A. (2003). 3D asymptotic model for CFRP reinforced masonry walls. In: Proc. Computer Methods in Mechanics CMM 2003, Gliwice, Poland, 2003. |
[31] | Milani G., Milani E., Tralli A. (2010). Homogenized FE elasto-plastic analysis of masonry walls out-of-plane loaded with an estimation of displacements near collapse. In: IV European Conference on Computational Mechanics, Paris, France, May 16-21, 2010. |
[32] | Casolo S., Milani G., Sanjust C.A., Uva G. (2010). Macro-scale dynamic modelling of out-of-plane collapse of masonry façades accounting for texture quality. In: IV European Conference on Computational Mechanics, Paris, France, May 16-21, 2010. |
[33] | Milani G., Milani E., Tralli A. (2008). A new curved FE approach for analysis of masonry vaults. In: Proc. 22th International Congress of Theoretical and Applied Mechanics (ICTAM 2008), Adelaide, Australia, August 2008. |
[34] | Casolo S., Milani G. (2011). Homogenized models for the non linear dynamic analysis of multi-leaf masonry walls out-of-plane loaded. In: Proc. XIV Convegno di Ingegneria Sismica, ANIDIS “Associazione Nazionale di Ingegneria Sismica”, Politecnico di Bari, Bari, September 2011. |
[35] | Cundari A.G., Milani G., Santini A. (2011). Simple model for pushover analysis of masonry walls with irregular texture. In: Proc. XIV Convegno di Ingegneria Sismica, ANIDIS “Associazione Nazionale di Ingegneria Sismica”, Politecnico di Bari, Bari, September 2011. |
[36] | Milani G., Casolo S., Mallardo V., Alessandri C. (2011). Seismic response of some ancient masonry towers in the coastal Po valley. In: Proc. XIV Convegno di Ingegneria Sismica, ANIDIS “Associazione Nazionale di Ingegneria Sismica”, Politecnico di Bari, Bari, September 2011. |
[37] | Milani G., Casolo S., Pizzolato M., Biolcati Rinaldi M., Tralli A. (2011). Seismic assessment of a medieval masonry tower in the northern Italy: full non-linear static and dynamic analyses. In: Proc. XIV Convegno di Ingegneria Sismica, ANIDIS “Associazione Nazionale di Ingegneria Sismica”, Politecnico di Bari, Bari, September 2011. |
[38] | Milani G., Tralli A. (2011). Out-of-plane large displacement analysis of unreinforced masonry façades. In: Proc. XX AIMETA Congress, Bologna, Italy, September 2011. |
[39] | Fedele R., Milani G. (2011). FRP from masonry delamination: A 2D-3D FEM insight. In: Proc. XX AIMETA Congress, Bologna, Italy, September 2011. |
[40] | Fedele R., Milani G. (2010). Delamination of FRP reinforced masonry pillars: numerical analyses and design considerations. In: Proc. XVIII GIMC Congress, Siracusa, Italy, September 2010. |
[41] | Milani G., Milani E., Tralli A. (2009). Homogenized Upper Bound FE limit analysis model for FRP-reinforced masonry vaults. In: Proc. XIX AIMETA Congress, Ancona, Italy, September 2009. |
[42] | Milani E., Tralli A., Milani G. (2009). Evaluation of collapse loads of masonry vaults reinforced with FRP strips. In: Proc. MuRiCo 3, mechanics of masonry structures strengthened with composite materials: modeling, testing, design, control, Venice, Italy, April 2009. |
[43] | Cecchi A., Milani G. (2007). A homogenization kinematic FE model for two-wythes English bond masonry walls. In: Proc. XVIII AIMETA Congress, Brescia, Italy, September 2007. |
[44] | Milani G., Benasciutti D. (2006). Un approccio probabilistico per la valutazione della vulnerabilita' sismica di edifici in muratura. In: Proc. XXXV AIAS Congress, Ancona, Italy, September 2006. |
[45] | Mallardo V., Malvezzi R., Milani E., Milani G. (2006). 2-D non-linear seismic analysis of a historical masonry building in Ferrara. In: Proc. XVI GIMC Congress, Bologna, Italy, June 2006. |
[46] | Milani G., Lourenco P.B., Tralli A. (2006). A kinematic limit analysis approach for masonry buildings: in- and out-of-plane failure mechanisms. In: Proc. XVI GIMC Congress, Bologna, Italy, June 2006. |
[47] | Milani G., Rotunno T., Sacco E., Tralli A. (2005). Sulla capacita' portante di pannelli in muratura fibrorinforzati: confronto fra modellazione numerica e risultati sperimentali. In: Proc. XXXIV AIAS Congress, Milan, Italy, September 2005. |
[48] | Milani G., Lourenco P.B., Tralli A. (2005). A simple homogenized micro mechanical model for the analysis at the collapse of out-of-plane loaded masonry walls. In: Proc. XVII AIMETA Congress, Florence, Italy, September 2005. |
[49] | Cecchi A., Milani G., Tralli A. (2004). Limit equilibrium state for FRP reinforced masonry walls under in plane actions. In: Proc. Mechanics of Masonry Structures Strengthened with FRP-materials: Modeling, Testing, Design, Control, Venice, Italy, 2004. |
[50] | Milani G., Lourenco P.B., Tralli A. (2004). A simple micro-mechanical model for the homogenised limit analysis of masonry walls. In: Proc. XV GIMC Congress, Genova, Italy, 2004. |
[51] | Milani G., Tralli A. (2003). Un semplice modello micromeccanico per la derivazione delle equazioni costitutive di pareti in muratura. In: Proc. XVI AIMETA Congress, Ferrara, Italy, 2003. |
[52] | Cecchi A., Milani G., Tralli A. (2003). Un modello per murature rinforzate con FRP: analisi del comportamento meccanico e sensitivita' di pannelli murari al variare del posizionamento del rinforzo. In: Proc. XVI AIMETA Congress, Ferrara, Italy, September 2003. |
[53] | Cecchi A., Milani G., Tralli A. (2002). A plate asymptotic model for unreinforced and FRP reinforced masonry walls. In: Proc. XIV GIMC Congress and Third joint conference of Italian group of computational mechanic and Ibero-Latin American association of computational methods in Engineering, Giulianova (TE), Italy, 2002. |
[54] | Milani G., Tralli A. (2007). Heterogeneous and homogenized FE limit analysis of out-of-plane loaded masonry walls. In: Proc. GMA 2007-AIMETA Trento, February 2007. |
[55] | Olivito R.S., Zuccarello F.A., Milani G., Tralli A. (2007). Sul comportamento meccanico di pareti murarie a secco a due teste: analisi numerico-sperimentale. In: Colloquium Lagrangianum, Parigi, Francia, 6-8 Dicembre 2007. |