Percorrer por assunto Non-linear analysis

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DataTítuloAutor(es)TipoAcesso
2022Impact of construction errors on the structural safety of a post-tensioned reinforced concrete bridgePereira, Neryvaldo Jesus Galvão; Matos, José C.; Hajdin, Rade, et al.ArtigoAcesso restrito UMinho
19-Mar-2022In-plane behavior of concrete sandwich panels bounded by steel frames: a numerical analysis approachHashemi, Seyed Jafar; Razzaghi, Javad; Lourenço, Paulo B.ArtigoAcesso restrito UMinho
Set-2014In-plane shear behaviour of stone masonry piers: A numerical studyAraújo, Ana S.; Oliveira, Daniel V.; Lourenço, Paulo B., et al.ArtigoAcesso aberto
Mar-2021Integration of disciplines in the structural analysis of historical constructions. The Monastery of San Jeronimo de Buenavista (Seville-Spain)Cámara, Margarita; Romero, Manuel; Pachón, Pablo, et al.ArtigoAcesso restrito UMinho
Jan-2024Methodologies for assessing the structural integrity of historic masonry domes and vaultsCintra, Danielli Cristina Borelli; Roehl, Deane de Mesquita; Filho, Emil de Souza Sánchez, et al.ArtigoAcesso aberto
2021A micro-modeling approach for the prediction of TRM bond performance on curved masonry substratesScacco, J.; Milani, G.; Lourenço, Paulo B.ArtigoAcesso restrito UMinho
Jul-2004Modeling and vulnerability of historical city centers in seismic areas : a case study in LisbonRamos, Luís F.; Lourenço, Paulo B.ArtigoAcesso aberto
31-Mar-2016A new perspective for robustness assessment of framed structuresGuimarães, Hugo; Fernandes, João; Matos, José C., et al.Artigo em ata de conferênciaAcesso aberto
2021A novel non-linear discrete homogenization approach for the analysis of double curvature masonry structuresScacco, Jacopo; Milani, G.; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso restrito UMinho
2010Numerical models for the seismic assessment of an old masonry towerPeña, Fernando; Lourenço, Paulo B.; Mendes, N., et al.ArtigoAcesso aberto
2010Numerical validation of compressive strength prediction for hollow concrete blocksBarbosa, C. S.; Hanai, J. B.; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso aberto
2017Robustness assessment—A new perspective to achieve a performance indicatorGuimarães, H.; Fernandes, J.; Matos, José C., et al.Artigo em ata de conferênciaAcesso restrito UMinho
2020Safety assessment of the South Oculus of Canterbury CathedralChaves, Estefanía A.; Filippoupolitis, Marios; Mendes, Nuno, et al.ArtigoAcesso restrito UMinho
2012Safety assessment of the South oculus, Canterbury catedral (UK)Lourenço, Paulo B.; Filippoupolitis, Marios; Corallo, Claudio, et al.Artigo em ata de conferênciaAcesso aberto
2012Seismic performance of the St. George of the Latins church : lessons learned from studying masonry ruinsLourenço, Paulo B.; Trujillo, A.; Mendes, N., et al.ArtigoAcesso aberto
2005Static and dynamic structural monitoring of the Santa Maria of Belém church, in LisbonRamos, Luís F.; Lourenço, Paulo B.Artigo em ata de conferênciaAcesso aberto
2017Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: Application to Vilanova bridgeConde, Borja; Ramos, Luís F.; Oliveira, Daniel V., et al.ArtigoAcesso restrito UMinho
2019Structural characterization and analysis of the Castle of Arbeteta, SpainUplekar, Amruta ShrikantDissertação de mestrado Acesso aberto
2017Structural safety assessment of geometrically complex masonry vaults by non-linear analysis. The Chapel of the Wurzburg Residence (Germany)Compan, Victor; Pachon, Pablo; Camara, Margarita, et al.ArtigoAcesso restrito UMinho
Mostrar 8-26 de um total de 26 resultados. < anterior