Percorrer por autor Milani, Gabriele Subscrever estatísticas do autor Milani, Gabriele

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Mostrar 1-20 de um total de 23 resultados.  próximo >
DataTítuloAutor(es)TipoAcesso
2021Advanced numerical prediction of unreinforced U-shaped masonry walls loaded out-of-planeScacco, Jacopo; Silva, Luís Carlos Martins; Vasconcelos, Graça, et al.Artigo em ata de conferênciaAcesso restrito UMinho
1-Jan-2022Combined adaptive limit analysis and discrete FE approach for the structural assessment of skew archesScacco, Jacopo; Grillanda, Nicola; Milani, Gabriele, et al.Artigo em ata de conferênciaAcesso restrito UMinho
2017Derivation of the out-of-plane behaviour of an english bond masonry wall through homogenization strategiesSilva, Luis Carlos; Milani, Gabriele; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso aberto
2018Derivation of the out-of-plane behaviour of masonry through homogenization strategies: Micro-scale levelSilva, Luis C.; Lourenço, Paulo B.; Milani, GabrieleArtigoAcesso aberto
2016A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonrySilva, Luís; Milani, Gabriele; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso aberto
2017A discrete macro-model using homogenization with strain-rate dependency for the out-of-plane study of masonry panels subjected to impact loadingSilva, Luís C.; Lourenço, Paulo B.; Milani, GabrieleArtigo em ata de conferênciaAcesso aberto
2019Dynamic behaviour analysis of an english-bond masonry prototype using a homogenized-based discrete FE modelSilva, Luís Carlos; Milani, Gabriele; Lourenço, Paulo B.Capítulo de livroAcesso aberto
Abr-2023Experimental quasi-static out-of-plane test of a U-shaped brick masonry wallBarontini, Alberto; Scacco, Jacopo; Silva, Luis C. M. da, et al.ArtigoAcesso aberto
25-Nov-2020Fast discrete homogenization approach for the analysis under out-of-plane loads of unenforced and TRM reinforced masonry panelsScacco, Jacopo; Ghiassi, Bahman; Milani, Gabriele, et al.Artigo em ata de conferênciaAcesso aberto
2020A fast modeling approach for numerical analysis of unreinforced and FRCM reinforced masonry walls under out-of-plane loadingScacco, Jacopo; Ghiassi, Bahman; Milani, Gabriele, et al.ArtigoAcesso aberto
2011FE homogenised limit analysis model for masonry structuresMilani, Gabriele; Lourenço, Paulo B.ArtigoAcesso aberto
17-Fev-2022Joint stiffness influence on the first-order seismic capacity of dry-joint masonry structures: numerical DEM investigationsSavalle, Nathanaël; Lourenço, Paulo B.; Milani, GabrieleArtigoAcesso aberto
2014Limit analysis assessment of experimental behavior of arches reinforced with GFRP materialsBasilio, Ismael; Fedele, Roberto; Lourenço, Paulo B., et al.Artigo em ata de conferênciaAcesso aberto
2017Nonlinear Discrete Homogenized Model for Out-of-Plane Loaded Masonry WallsSilva, Luis C.; Lourenço, Paulo B.; Milani, GabrieleArtigoAcesso aberto
2-Nov-2022Novel non-linear static numerical model for curved masonry structures based on a combined adaptive limit analysis and discrete FE computationsScacco, Jacopo; Grillanda, Nicola; Milani, Gabriele, et al.ArtigoAcesso aberto
2015Numerical and experimental analysis of full scale arches reinforced with GFRP materialsBasílio, Ismael; Fedele, Roberto; Lourenço, Paulo B., et al.Artigo em ata de conferênciaAcesso aberto
2020Numerical homogenization-based seismic assessment of an english-bond masonry prototype: Structural level applicationSilva, Luis C.; Lourenço, Paulo B.; Milani, GabrieleArtigoAcesso restrito UMinho
2017A parametric investigation on the seismic capacity of masonry cross vaultsGaetani, Angelo; Lourenço, Paulo B.; Monti, Giorgio, et al.ArtigoAcesso aberto
2023Probabilistic-based discrete model for the seismic fragility assessment of masonry structuresda Silva, Luis C. M.; Milani, Gabriele; Lourenço, Paulo B.ArtigoAcesso aberto
2019A probablistic framework using a discrete Fe-based homogenized model for the in- And out-of-plane analysis of masonry structuresSilva, Luís C.; Milani, Gabriele; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso aberto
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