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Publicité

G. Milani ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Scuro, C. / Lamonaca, F. / Porzio, S. / Milani, G. / Olivito, R. S. (2021): Internet of Things (IoT) for masonry structural health monitoring (SHM): Overview and examples of innovative systems. Dans: Construction and Building Materials, v. 290 (juillet 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.123092

  2. Habieb, A. B. / Formisano, A. / Milani, G. / Pianese, G. (2022): Seismic performance of Unbonded Fiber-Reinforced Elastomeric Isolators (UFREI) made by recycled rubber. Influence of suboptimal crosslinking. Dans: Engineering Structures, v. 256 (avril 2022).

    https://doi.org/10.1016/j.engstruct.2022.114038

  3. Poiani, M. / Gazzani, V. / Clementi, F. / Milani, G. / Valente, M. / Lenci, S. (2018): Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight. Dans: Procedia Structural Integrity, v. 11 ( 2018).

    https://doi.org/10.1016/j.prostr.2018.11.041

  4. Gazzani, V. / Poiani, M. / Clementi, F. / Milani, G. / Lenci, S. (2018): Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study. Dans: Procedia Structural Integrity, v. 11 ( 2018).

    https://doi.org/10.1016/j.prostr.2018.11.040

  5. Sharma, S. / Silva, L. C. / Graziotti, F. / Magenes, G. / Milani, G. (2021): Modelling the experimental seismic out-of-plane two-way bending response of unreinforced periodic masonry panels using a non-linear discrete homogenized strategy. Dans: Engineering Structures, v. 242 (septembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.112524

  6. Grillanda, N. / Chiozzi, A. / Milani, G. / Tralli, A. (2019): Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach. Dans: Engineering Structures, v. 200 (décembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109517

  7. Milani, G. / Benasciutti, D. (2010): Homogenized limit analysis of masonry structures with random input properties: polynomial Response Surface approximation and Monte Carlo simulations. Dans: Structural Engineering and Mechanics, v. 34, n. 4 (mars 2010).

    https://doi.org/10.12989/sem.2010.34.4.417

  8. Acito, M. / Garofane, M. S. / Magrinelli, E. / Milani, G. (2021): The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice. Dans: Bulletin of Earthquake Engineering, v. 19, n. 3 (janvier 2021).

    https://doi.org/10.1007/s10518-020-01035-3

  9. Grande, E. / Milani, G. (2021): Procedure for the numerical characterization of the local bond behavior of FRCM. Dans: Composite Structures, v. 258 (février 2021).

    https://doi.org/10.1016/j.compstruct.2020.113404

  10. Scacco, J. / Milani, G. / Lourenço, P. B. (2021): A micro-modeling approach for the prediction of TRM bond performance on curved masonry substrates. Dans: Composite Structures, v. 256 (janvier 2021).

    https://doi.org/10.1016/j.compstruct.2020.113065

  11. Grande, E. / Milani, G. (2016): Modeling of FRP-strengthened curved masonry specimens and proposal of a simple design formula. Dans: Composite Structures, v. 158 (décembre 2016).

    https://doi.org/10.1016/j.compstruct.2016.09.017

  12. Standoli, G. / Giordano, E. / Milani, G. / Clementi, F. (2021): Model Updating of Historical Belfries Based on Oma Identification Techniques. Dans: International Journal of Architectural Heritage, v. 15, n. 1 ( 2021).

    https://doi.org/10.1080/15583058.2020.1723735

  13. Milani, G. / Milani, F. (2012): Stretch–Stress Behavior of Elastomeric Seismic Isolators with Different Rubber Materials: Numerical Insight. Dans: Journal of Engineering Mechanics (ASCE), v. 138, n. 5 (mai 2012).

    https://doi.org/10.1061/(asce)em.1943-7889.0000340

  14. Sarhosis, V. / Baraldi, D. / Lemos, J. V. / Milani, G. (2019): Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations. Dans: Soil Dynamics and Earthquake Engineering, v. 120 (mai 2019).

    https://doi.org/10.1016/j.soildyn.2019.01.024

  15. Bertolesi, E. / Grande, E. / Milani, G. (2018): Numerical modeling of the bond behaviour of FRCM systems externally applied to masonry substrates. Dans: Journal of Building Pathology and Rehabilitation, v. 4, n. 1 (décembre 2018).

    https://doi.org/10.1007/s41024-019-0046-8

  16. Milani, G. / Lourenço, P. B. / Tralli, A. (2006): Homogenised limit analysis of masonry walls, Part I: Failure surfaces. Dans: Computers & Structures, v. 84, n. 3-4 (janvier 2006).

    https://doi.org/10.1016/j.compstruc.2005.09.005

  17. Milani, G. / Lourenço, P. B. / Tralli, A. (2006): Homogenised limit analysis of masonry walls, Part II: Structural examples. Dans: Computers & Structures, v. 84, n. 3-4 (janvier 2006).

    https://doi.org/10.1016/j.compstruc.2005.09.004

  18. Tralli, A. / Alessandri, C. / Milani, G. (2015): Computational Methods for Masonry Vaults: A Review of Recent Results. Dans: The Open Civil Engineering Journal, v. 8, n. 1 (juin 2015).

    https://doi.org/10.2174/1874149501408010272

  19. Zuccarello, F. A. / Milani, G. / Olivito, R. S. / Tralli, A. (2009): A numerical and experimental analysis of unbonded brickwork panels laterally loaded. Dans: Construction and Building Materials, v. 23, n. 5 (mai 2009).

    https://doi.org/10.1016/j.conbuildmat.2008.08.031

  20. Akhaveissy, A. H. / Milani, G. (2013): Pushover analysis of large scale unreinforced masonry structures by means of a fully 2D non-linear model. Dans: Construction and Building Materials, v. 41 (avril 2013).

    https://doi.org/10.1016/j.conbuildmat.2012.12.006

  21. Basilio, I. / Fedele, R. / Lourenço, P. B. / Milani, G. (2014): Assessment of curved FRP-reinforced masonry prisms: Experiments and modeling. Dans: Construction and Building Materials, v. 51 (janvier 2014).

    https://doi.org/10.1016/j.conbuildmat.2013.11.011

  22. 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. Dans: Construction and Building Materials, v. 66 (septembre 2014).

    https://doi.org/10.1016/j.conbuildmat.2014.05.096

  23. Milani, G. / Beyer, K. / Dazio, A. (2009): Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames. Dans: Engineering Structures, v. 31, n. 11 (novembre 2009).

    https://doi.org/10.1016/j.engstruct.2009.06.015

  24. Milani, G. / Rossi, M. / Calderini, C. / Lagomarsino, S. (2016): Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach. Dans: Engineering Structures, v. 123 (septembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.05.017

  25. Gaetani, A. / Monti, G. / Paolone, A. / Lourenço, P. B. / Milani, G. (2016): Seismic capacity of masonry groin vaults through upper bound limit analysis. Présenté pendant: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
  26. Silva, L. C. / Milani, G. / Lourenço, P. B. (2016): A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry. Présenté pendant: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
  27. Milani, G. / Valente, M. / Alessandri, C. (2016): Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage. Présenté pendant: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
  28. Milani, G. / Bruggi, M. (2016): Simple homogenization-topology optimization approach for the pushover analysis of masonry walls. Présenté pendant: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
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