PUBBLICAZIONI

PUBBLICAZIONI SU RIVISTA INTERNAZIONALE (ISI)

1. Boscato, G., Reccia, E., Cecchi, A. (2018). Non-destructive experimentation: Dynamic identification of multi-leaf masonry walls damaged and consolidated, Composites Part B: Engineering 133, 145-165.

2. Baraldi, D., Reccia, E., Cecchi, A. (2017). In plane loaded masonry walls: DEM and FEM/DEM models. A critical review, Meccanica, 1-16 (in press).

3. Baraldi, D., Cecchi, A. (2017). Discrete and continuous models for static and modal analysis of out of plane loaded masonry, Computers & Structures (in press).

4. Baraldi, D., Cecchi, A. (2017). A full 3D rigid block model for the collapse behaviour of masonry walls, European Journal of Mechanics-A/Solids, 64, 11-28.

5. De Nardi C., Cecchi A., Ferrara L., Benedetti A., Cristofori D. (2017). Effect of age and level of damage on the autogenous healing of lime mortars, Composites Part B, 124, 144-157.

6. Baraldi, D., Cecchi, A. (2016). Discrete approaches for the nonlinear analysis of in plane loaded masonry walls: Molecular dynamic and static algorithm solutions, European Journal of Mechanics-A/Solids, 57, 165-177.

7. Baraldi, D., Bullo, S., Cecchi, A. (2016). Continuous and discrete strategies for the modal analysis of regular masonry, International Journal of Solids and Structures, 84, 82-98.

8. Baraldi, D., Cecchi, A., Foraboschi, P. (2016). Broken tempered laminated glass: Non-linear discrete element modeling, Composite Structures, 140, 278-295.

9. Pavlovic M., Reccia E., Cecchi A. (2016). A procedure to investigate the collapse behavior of masonry domes: some meaningful cases, International Journal of Architectural Heritage, 10(1), 67-83.

10. Baraldi, D., Cecchi, A., Tralli, A. (2015). Continuous and discrete models for masonry like material: A critical comparative study, European Journal of Mechanics, A/Solids, 50, 39-58.

11. Berto, L., Bullo, S., Cecchi, A., Saetta, A. (2015). Sensitivity of mechanical masonry characteristics to modeling procedures. International Journal for Multiscale Computational Engineering, 13(4), 347-366.

12. Reccia E., Milani G., Cecchi A., Tralli A. (2014). Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge, Construction and Building Materials, 66, 567-586.

13. Baraldi D., Cecchi A. (2014) Discrete Element Model for in plane loaded viscoelastic masonry, International Journal for Multiscale Computational Engineering, 12(2), 155-175.

14. Casalegno C., Cecchi A., Reccia E., Russo S. (2013). Heterogeneous and continuous models: Comparative analysis of masonry wall subjected to differential settlements, Composites: Mechanics, Computations, Applications, 4(3), 187-207.

15. Baraldi D., Reccia E., Cazzani A., Cecchi A. (2013) Comparative analysis between numerical discrete and finite element models: the case of in-plane loaded periodic brickwork, Composites: Mechanics, Computations, Applications, An International Journal, 4(4), 319-344.

16. Milani G., Cecchi A. (2013) Compatible model for herringbone bond masonry: Linear elastic homogenization, failure surfaces and structural implementation, International Journal of Solids and Structures, 50(20-21) , 3274-3296.

17. Cecchi A., Vanin A. (2013).  From micro to macro models for in plane loaded masonry walls: proposition of a multiscale approach, International Journal for Multiscale Computational Engineering, 11(2) , 139-159.

18. Reccia E., Cazzani A., Cecchi A. (2012). FEM-DEM modeling for out-of-plane loaded masonry panels: A limit analysis approach,  Open Civil Engineering Journal, 6(SPEC.ISS.1) , 231-238.

19. Cecchi A. (2012). A model for composite brickwork-like materials based on discrete element procedure: sensitivity to different staggered tiers, Composites: Mechanics, Computations, Applications, An International Journal, 3(1), 19-34.

20. Cecchi A., Tralli A. (2012). A homogenized viscoelastic model for masonry structures, International Journal of Solids and Structures, 49, 1485-1496.

21. Cecchi A. (2010). Procedures to build plate micromechanical models for composites like periodic brickworks: A critical review. Composites: Mechanics, Computations, Applications, 1(4) , 287-313.

22. Cecchi A., Sab K. (2009). A Homogenized Love-Kirchhoff Model for out-of-Plane Loaded Random 2D lattices. Application to Brickwork Panels. International Journal of Solids And Structures, 46, 2907-2919.

23. Cecchi A., Sab K. (2009). Discrete and continuous models for in plane loaded random elastic brickwork. European Journal of Mechanics A-Solids, 28, 610-625.

24. Cecchi A., Milani G. (2008). A kinematic limit analysis model for thick English bond masonry walls. International journal of solids and structures, 45, 1302-1311.

25. Sab K, Cecchi A., Dallot J. (2007). Determination of overall Yield strain domain of out of plane loaded brick masonry. International Journal of Multiscale Computational Engineering, 5(2), 83-92.

26. Cecchi A., Sab K. (2007). Out of plane models for composite brickwork-like materials. Materials Science Forum, 539-543, 2601-2606.[also presented at: International Conference on processing & manufacturing of advanced materials, Thermec2006, July 4-8, Vancouver, Canada.]

27. Cecchi A., Sab K. (2007). A homogenized Reissner-Mindlin model for orthotropic periodic plates. Application to brickwork panels. International Journal Of Solids And Structures, 44, 6055-6079.

28. Cecchi A., Milani G., Tralli A..(2007). A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls , International Journal of Solids and Structures, 44, 1438-1460.

29. Cecchi A., Milani G., Tralli A.. (2005). Out of Plane Loaded CFRP Reinforced Masonry Walls: Mechanical Characteristics by Homogenisation Procedures, Journal of composites science and technology, 65, 1480-1500.

30. Cecchi A., Milani G., Tralli A. (2005). Validation of analytical multiparameter homogenisation models for out-of-Plane Loaded Masonry Walls by means of finite element method, ASCE Journal of Engineering Mechanics, 131(2), 185-198.

31. Cecchi A., Milani G., Tralli A. (2004). In-Plane Loaded CFRP Reinforced Masonry Walls: Mechanical Characteristics by Homogenisation Procedures, Journal of composites science and technology, 64, 2097-2112.

32. Cecchi A., Di Marco R. (2004). Glass Fiber Reinforced Polymer pultruded members: constitutive model and stability analysis, ASCE Journal of Engineering Mechanics, 130(8), 961-970.

33. Cecchi A., Sab K. (2004). A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork, International Journal of Solids and Structures, 41(9-10), 2259-2276.

34. Cecchi A., Sab K. (2002). Out of plane model for heterogeneous periodic materials: the case of masonry, European Journal of Mechanics A-Solids, 21, 715-745.

35. Cecchi A., Di Marco R. (2002). Homogenized strategy toward constitutive identification of masonry, ASCE Journal of Engineering Mechanics, 128(6), 688-697.

36. Cecchi A., Sab K. (2002). A multi-parameter homogenization study for modeling elastic masonry, European Journal of Mechanics A-Solids, 21, 249-268.

37. Cecchi A., Di Marco R. (2001). Homogenization of FRP pultruded elements: a computational procedure for designing composite materials, Materials and structures, 34, 378-384.

38. Cecchi A., Rizzi N. (2001). Heterogeneous elastic solids: a mixed homogenization--rigidification technique, International Journal of Solids and Structures, 38(1), 29-36.

39. Cecchi A., Di Marco R. (2000). Homogenization of masonry walls with a computationally oriented procedure. Rigid or elastic block?, European Journal of Mechanics A-Solids, 19, 535-546.

PUBBLICAZIONI IN ALTRE RIVISTE INTERNAZIONALI

1. De Carvalho Bello, C.B., Cecchi, A. (2017). Experiments on natural fibers: durability and mechanical properties, Advances in Materials & Processing Technologies journal, 3(4), 632-639.

2. De Nardi C., Bullo S., Cecchi A.,Ferrara L.,(2016): Self-healing capacity of advanced lime mortars, Advances in Materials and Processing Technologies, 2(3), 349-360.

   1. Cecchi A., Barbieri A. (2008). Homogenisation procedure to evaluate the effectiveness of masonry strengthening by CFRP repointing techinque. WSEAS Transactions On Applied And Theoretical Mechanics. issue 1, vol 3, pp. 12-27. [presentato anche a: Proc: WSEAS International conferences: 2nd WSEAS Int. Conf. on Applied and Theoretical Mechanics, May 15-17, Portoroz Slovenia.

   2. Barbieri A, Cecchi A. (2007). Analysis of Masonry Columns by a 3D F.E.M. Homogenisation Procedure. WSEAS Transactions On Applied And Theoretical Mechanics. vol. 2, pp. 42-51.

   3. Cecchi A., (2006), CFRP Reinforced Masonry Walls: analytical and numerical homogenised models, WSEAS transactions on Applied and Theoretical Mechanics, Issue 1, vol.1, pp 7-15. [presentato anche al Proc: WSEAS International conferences: 2nd WSEAS Int. Conf. on Applied and Theoretical Mechanics, editors: Nikos Mastorakis, Antonella Cecchi, Nov. 20-22, Venezia.]

   4. Siviero E., Cecchi A., (febb. 1994), Form and structure in bridge design, in Structural Engineering International, n.1.

PUBBLICAZIONI IN ATTI DI CONGRESSI INTERNAZIONALI

• 1. Manzato, A., Trevisani, S., Cecchi, A. (2017). Mechanical Model for bridge “Guglie” through Dynamic Identification Procedure. 10 th International Symposium on the Conservation of Monuments in the Mediterranean Basin. Athens, Greece, 20-22 September 2017.

  2. Baraldi, D., Cecchi, A. (2017). Discrete Model for the Collapse Behavior of Unreinforced Random Masonry Walls. MuRiCo5, the 5th International Conference on Mechanics Of Masonry Structures Strengthened With Composite Materials, Bologna (IT) 28-30 June 2017.

  3. Aldreghetti, I., Baraldi, D., Boscato, G., Cecchi, A., Massarial, L., Pavlovic, M., Reccia, E., Tofani, I., (2017). Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses. MuRiCo5, the 5th International Conference on Mechanics Of Masonry Structures Strengthened With Composite Materials, Bologna (IT) 28-30 June 2017.

1. De Carvalho Bello, C.B., Cecchi A., Meroi, E., Oliveira, V. D. (2017). Experimental and numerical investigations on the behavior of masonry walls reinforced with an innovative sisal FRCM system. MuRiCo5, the 5th International Conference on Mechanics Of Masonry Structures Strengthened With Composite Materials, Bologna (IT) 28-30 June 2017.

2. Cecchi, A., Russo, S., Sciarretta, F. (2017). Preliminary Investigation on FRP Profiles for the Structural Retrofit of Masonry Structures. MuRiCo5, the 5th International Conference on Mechanics Of Masonry Structures Strengthened With Composite Materials, Bologna (IT) 28-30 June 2017.

   1. De Nardi C., Cecchi A., Ferrara L., (2017). The Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry Subassemblies. MuRiCo5, the 5th International Conference on Mechanics Of Masonry Structures Strengthened With Composite Materials, Bologna (IT) 28-30 June 2017.

3. Baraldi, D., Reccia, E., Cecchi, A. (2017). Discrete model for out-of-plane loaded random masonry. COMPDYN 2017 - 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering.

4. Pavlovic, M., Trevisani, S., Cecchi, A. (2016). Experimental and Numerical Analysis of a Historical Bell Tower, World Academy of Science, Engineering and Technology, International Journal of Architectural and Environmental Engineering, 10(12), 1500 - 1507.

• 1. Pavlovic, M., Manzato, A., Cecchi, A., (2016). Modal Analysis for Study of Minor Historical Architecture. World Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 10(12), 1405 - 1408.

5. De Carvalho Bello, C.B.; Cecchi, A.; Meroi, E. (2016). Three leaf masonry walls: the scale factor. Euromech Colloquium 584, International Conference on Multi-uncertainty and multi-scale methods and related applications of the European Mechanics society, Porto (PT) 13-16 September 2016.

6. Baraldi, D., Cecchi, A. (2016). Three-dimensional nonlinear behaviour of masonry walls modelled with discrete elements ECCOMAS Congress 2016 VII European Congress on Computational Methods in Applied Sciences and Engineering.

7. Reccia, E., Cecchi, A., Milani, G. (2016). A finite element-discrete element approach for the analysis of the Venice trans-lagoon railway bridge. CIVIL-COMP Proceedings, vol. 110.

8. De Carvalho Bello, C.B., Cecchi, A., Foraboschi, P. (2015). Natural fibers composites: durability and mechanical properties. An experimental study. AMPT 2015, International Conference on Advances in Materials & Processing Technologies, Madrid (E) 14-17 December 2015.

• 1. Baraldi, D., Cecchi, A., Tralli, A. (2015). Discrete and Continuous Models for Out-of-Plane Loaded Masonry Like Structures: A Multiscale Comparative Study. CIVIL-COMP 2015, the fifteenth international conference on civil, structural and environmental engineering computing, Prague (CZ) 1-4 September 2015.

  2. Pavlovic, M., Baraldi, D., Reccia, E., Tralli, A. (2015). Modal Analysis of Frari Historical Bell Tower in Venice: A Comparison Between Detailed and Simplified Models. CIVIL-COMP 2015, the fifteenth international conference on civil, structural and environmental engineering computing, Prague (CZ) 1-4 September 2015.

  3. Baraldi, D., Reccia, E., Cecchi, A. (2015). DEM & FEM/DEM models for laterally loaded masonry walls. COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2144-2157.

  4. Baraldi D., Cecchi A., (2014). Discrete and continuous models for the in plane modal analysis of masonry structures, 5th European Conference on Computational Mechanics (ECCM V) E. Oñate, J. Oliver and A. Huerta (Eds).

  5. Pavlovic M., Reccia E., Cecchi A. (2014). Limit analysis of masonry domes: the case of Hagia Sophia and Anime Sante, 9th International Symposium on the Conservation of Monuments in the Mediterrean Basin, MONUBASIN9, 3-5 June 2014, Ankara.

  6. Reccia E., Cecchi A., Tralli A., (2013). Homogenization of Masonry Vault Bridges: Sensitivity to External Stone Arch, The Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing & The Third International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineering, 3-6 September 2013,Cagliari - Sardinia – Italy

  7. Cecchi A., Taliercio A., (2013). Creep Behaviour of Brickwork: A Parametric Investigation, The Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing & The Third International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineering, 3-6 September 2013,Cagliari - Sardinia - Italy

  8. Reccia E., Cecchi A., Siviero E., Briseghella B., Zordan T., (2011), Multyscale analysis of Venice trans-lagoon bridge, Structural World Engimneering Congress 2011, SEWC2011, Como, Italy, 4-6 April 2011.

  9. Barbieri A, Cecchi A. (2007). 2D homogenisation procedure in masonry walls strenghtened by FRP repointing technique. In: 3rd WSEAS International Conference on Applied and Theoretical Mechanics(MECHANICS'07). December 14-16, Puerto la Cruz, Tenerife, Spain.

  10. Cecchi A., (2006). Plate Micromechanical Models for 3D Periodic Brickworks, , Proc: III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering, June 5-8, Lisbon, Portugal.

  11. Cecchi A., Milani G., Tralli A., (2006). Limit Analysis of Out-Of-Plane Loaded Running Bond Masonry Walls Under Mindlin-Reissner Plate Hypotheses, Proc: III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering, June 5-8, Lisbon, Portugal.

  12. Barbieri A., Cecchi A., Di Tommaso A., (2006). 3D Homogenization Procedure for Load Bearing Masonry Columns, Proc: III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering, June 5-8, Lisbon, Portugal.

  13. Cecchi A., Rizzi N.L., Varano V., (2006). A homogenization procedure for arched and vaulted masonry structures, Proc: International Conference on processing & manufacturing of advanced materials, Thermec, July 4-8, Vancouver, Canada.

  14. Cecchi A., Milani G., Tralli A., (2003). 3D Asymptotic Model For Cfrp Reinforced Masonry Walls, Proc: 1st CEACM* Conference on Computational Mechanics- 15thInternational conference on computer methods in mechanics CMM-2003, June 3-6, Gliwice/Wisla, Poland.

  15. Cecchi A., (2002). Sensitivity elastic analysis to various parameters of unreinforced and FRP reinforced masonry walls, Proc: “Workshop on optimal design” Laboratoire de Mécanique des Solides-Ecole Polytechnique Palaiseau, 25-27 November.

  16. Cecchi A., Milani G., Tralli A., (2002), ‘A plate asymptotic model for unreinforced and FRP reinforced masonry walls’, Proc: GIMC 2002, Third joint conference of Itralian group of computational mechanic and Ibero-Latin American association of computational methods in Engineering, Giulianova (TE), Italy.

  17. Cecchi A., Saetta A., Maccarini R., (2001), Micromechanical approach to masonry: discrete finite element model and continuum homogenised model. Proc: ECCM 2001, Cracowa, June 26-29.

  18. Barbieri A., Cecchi A., Di Tommaso A., (2000), Structural identification to analyse stonework columns bearing capacity: the case of Santa Fosca at Torcello (Venice), Proceding of 5th International symposium on the conservation of Monuments in the Mediterranean Basin (Seville), april, pp.467-474.

  19. Siviero E., Cecchi A., (1995), A comment om 18th-century studies attempting to explain the statics of arches and domes, in Spatial structures: Heritage, present and future, Proc: IASS international symposium, Milano 5-9 june, edited by G.C.Giuliani.

  20. Siviero E., Cecchi A., (1994), Non linearité du comportement des éléments en béton armé, in Nouveax aspects du dimensionnement des structures en béton, documentation SIAD 0700, école polytechnique fédéral de Lausanna, 1 dic., pp.25-32.

PUBBLICAZIONI IN ATTI DI CONGRESSI NAZIONALI

• 1. De Carvalho Bello, C.B., Cecchi, A., (2016). De Carvalho Bello, C.B.; Cecchi A. (2016). Hemp fibers combined with cementitious mortar: alkali sensitivity and mechanical behaviour. IUPAC 2016,  the 6th International IUPAC Conference on Green Chemistry; Venice (IT) 04-08 September 2016.

  2. Pavlovic M., Reccia E., Cazzani A., Cecchi A., (2015) A multi-scale model for masonry domes: sensitivity to micro-structure. The case of San Saturnino, XXII Congresso Aimeta di Meccanica Teorica e Applicata. 14-17 settembre, Genova

  3. Cecchi A., Taliercio A., (2013) A comparison between numerical and analytical homogenized models for visco-elastic brickwork, XXI Congresso Aimeta di Meccanica Teorica e Applicata. 17-20 settembre, Torino.

  4. Baraldi D., Reccia E., Cazzani A., Cecchi A., (2013) Discrete and finite element models for periodic brickwork: a comparative analysis, XXI Congresso Aimeta di Meccanica Teorica e Applicata. 17-20 settembre, Torino.

  5. Baraldi D., Cecchi A., Tralli A., (2013) Discrete and continuous models for materials with internal microstructure: the case of masonry, XXI Congresso Aimeta di Meccanica Teorica e Applicata. 17-20 settembre, Torino.

  6. Cecchi A., Tralli A.  (2011). Viscous-elastic behaviour of masonry: a homogenization approach XX Congresso Aimeta di Meccanica Teorica e Applicata. 11-14 settembre.

  7. Cecchi A., Di Tommaso A. (2011). A model for brickwork panels based on discrete element procedure., XX Congresso Aimeta di Meccanica Teorica e Applicata. 11-14 settembre.

  8. Reccia E., Cazzani A., Cecchi A., (2011) Discrete Element Analysis of out-of-plane behavior of masonry walls., XX Congresso Aimeta di Meccanica Teorica e Applicata. 11-14 settembre.

  9. Cecchi A., Cennamo C., Chiaia B., (2009). Dal modello continuo ai macro-elementi: le implicazioni dell’effetto scala sulle murature, XIX Congresso Aimeta di Meccanica Teorica e Applicata. 14-17 settembre.

  10. Barbieri A., Cecchi A., (2009). Finite thickness interface model for un-strenghened and strenghtened bed joint of masonry in plane loaded, , XIX Congresso Aimeta di Meccanica Teorica e Applicata. 14-17 settembre.

  11. Cecchi A., Milani G. (2007). A homogenization kinematic FE model for two-wythes English bond masonry walls. XVIII Congresso Aimeta di Meccanica Teorica e Applicata. 11-14 settembre. (pp. 567-568).

  12. Cecchi A., Rizzi N.L., (2005), Modelli 2D con microstruttura per pannelli di muratura in 3D, Proc: XVII congresso AIMETA di meccanica teorica e applicata, Firenze, 11-15 settembre.

  13. Cecchi A., Milani G., Tralli A., (2004), Equilibrio limite di pannelli murari rinforzati in FRP soggetti ad azioni nel piano, 2° convegno nazionale, Proc: “Meccanica delle strutture in muratura rinforzate con FRP materials: modellazione, sperimentazione, progetto, controllo, Venezia 6-8 dicembre, pp.171-182.

  14. Cecchi A., Zerbo V., (2004), Analisi di stabilità di travi metalliche rinforzate con FRP materials, 2° convegno nazionale , Proc: “Meccanica delle strutture in muratura rinforzate con FRP materials: modellazione, sperimentazione, progetto, controllo, Venezia 6-8 dicembre, pp.399-410.

  15. 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, Proc.: XVI congresso AIMETA di meccanica teorica e applicata, Ferrara 9-12 settembre.

  16. Cecchi A., Rizzi N.L., (2003), Analisi in piu’ parametri perturbativi per murature a struttura regolare: identificazione 3D con modelli 2D di piastra, Proc: XVI congresso AIMETA di meccanica teorica e applicata, Ferrara 9-12 settembre.

  17. Cecchi A., Rizzi N., (1996), Tecniche di omogeneizzazione per l’analisi delle murature, in La meccanica delle murature tra teoria e progetto, atti del convegno, Messina 18-20 sett., pp.317-326.

  18. Siviero E., Rebonato L., Cecchi A., (1994), Il ponte di Battaglia Terme: attualità di un progetto ad arco in c.a., Proc: C.T.E., Milano 3-4-5 novembre.

CAPITOLI DI TESTI

• 1. Reccia, E., Cecchi, A., Milani, G.  (2016). FEM/DEM approach for the analysis of masonry arch bridges, Computational Modeling of Masonry Structures Using  the Discrete Element Method, 367-392, ed. IGI Global.

1. Cecchi A., Ceccotti A., (2002). Caratterizzazione meccanica di elementi murari storici per lo studio del palazzo di Diocleziano a Spalato,AR- Argomenti di Restauro della Facoltà di Architettura del Politecnico di Bari, 2, pp.73-82.

2. Cecchi A., (2002). Procedura numerica per l’omogeneizzazione dell’opera muraria: modello 2D, AR- Argomenti di Restauro della Facoltà di Architettura del Politecnico di Bari, 2, pp. 83-96.

PRESENTAZIONI A CONGRESSI NAZIONALI CON ABSTRACT

1. De Carvalho Bello, C.B., Cecchi, A., Baraldi, D., Reccia, E. (2017). FE, DE and FE/DE models to investigate the non-linear behavior of masonry walls: a critical comparison. AIMETA 2017, the 23th Congresso dell’Associazione Italiana di Meccanica Teorica e Applicata, Salerno (IT) 04- 07 September 2017.

PRESENTAZIONI A CONGRESSI INTERNAZIONALI CON ABSTRACT ESTESI

a. Cecchi A., Sab K., (2009). In-plane and out-of-plane homogenization for random 2D lattices. Application to brickwork panels, 7thEuromech Solid Mechanics Conference, 7-11 sept. Lisbona, Portugal.

b. Cecchi A., (2008). Continuous and discrete models for periodic and not-periodic masonry, giornata Scientifica –Sviluppi scientifici relativi ai problemi riguardanti gli edifici storici, Laboratorio Lagrange, Vaulx en Velin, France, 7 novembre.

c. Berto L, Cecchi A., Saetta A. (2008). Sensitivity of mechanical masonry characteristics to the textures: FE micro-modelling and homogenization procedures. IACM-ECCOMAS 2008 Congress, Venezia, 30 giugno-4 luglio.

d. Milani E., Milani G., Cecchi A., Tralli A., (2007). FE limit analysis strategies for the analysis of masonry structures in- and out-of-plane loaded, 9th US National Conference on Computational Mechanics, San Francisco (CA) July 23-26.

e. Cecchi A., Rizzi N.L., Varano V., (2007). Continuum models for out of plane behaviour of masonry panels, 9th US National Conference on Computational Mechanics, San Francisco (CA) July 23-26.