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DataTítuloAutor(es)TipoAcesso
2012A simplified model for analysis of unreinforced masonry shear walls under combined axial, shear and flexural loadingGhiassi, Bahman; Soltani, Masoud; Tasnimi, Abbas AliArtigoAcesso aberto
Nov-2022Smoothed particle hydrodynamics modeling of elevated structures impacted by tsunami-like wavesReis, Cláudia; Barbosa, André R.; Figueiredo, Jorge, et al.ArtigoAcesso restrito UMinho
5-Out-2021Soft computing-based models for the prediction of masonry compressive strengthAsteris, Panagiotis G.; Lourenço, Paulo B.; Hajihassani, Mohsen, et al.ArtigoAcesso aberto
Jan-2023Static and seismic design of Dry Stone Retaining Walls (DSRWs) following Eurocode standardsSavalle, Nathanaël; Monchal, Christine; Vincens, Eric, et al.ArtigoAcesso aberto
2022Statistical correlation investigation of a single-doweled timber-to-timber jointAquino, Caroline D.; Rodrigues, Leonardo Filipe Guilherme; Branco, Jorge M., et al.ArtigoAcesso aberto
Dez-2016Strategies for numerical modeling the behavior of RC beams strengthened in shear using the ETS techniqueBreveglieri, M.; Barros, Joaquim A. O.; Aprile, A., et al.ArtigoAcesso restrito UMinho
2018Structural assessment and seismic vulnerability of earthen historic structures. Application of sophisticated numerical and simple analytical modelsKaranikoloudis, Georgios; Lourenço, Paulo B.ArtigoAcesso 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
2012Structural behaviour of log timber walls under lateral in-plane loadsBranco, Jorge M.; Araújo, João P.ArtigoAcesso 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
27-Mar-2022Tensile behaviour of CFRP-glass adhesively bonded connections: Double-lap joint tests and numerical modellingRocha, Jorge; Sena-Cruz, José; Pereira, EduardoArtigoAcesso aberto
Mai-2021Territorial seismic risk assessment of a sample of 13 masonry churches in Tuscany (Italy) through simplified indexesBetti, Michele; Galano, Luciano; Lourenço, Paulo B.ArtigoAcesso restrito UMinho
2021The effect of ground motion vertical component on the seismic response of historical masonry buildings: The case study of the Banloc Castle in RomaniaChieffo, Nicola; Mosoarca, Marius; Formisano, Antonio, et al.ArtigoAcesso restrito UMinho
Ago-2021Thermomechanical behaviour of refractory dry-stacked masonry walls under uniaxial compressionOliveira, Rafael Luiz Galvão; Rodrigues, João Paulo C.; Pereira, João Miguel, et al.ArtigoAcesso aberto
14-Set-2011Thermo–hygro–mechanical modelling of self-induced stresses during the service life of RC structuresAzenha, Miguel; Sousa, Carlos; Faria, R., et al.ArtigoAcesso restrito UMinho
Abr-2009Three dimensional mechanical model for simulating the NSM FRP strips shear strength contribution to RC beamsBianco, V.; Barros, Joaquim A. O.; Monti, G.ArtigoAcesso aberto
2012Three dimensional mechanical model to simulate the NSM FRP strips shear strength contribution to a RC beam: parametric studiesBianco, V.; Barros, Joaquim A. O.; Monti, G.ArtigoAcesso aberto
2019Tridimensional parametric model for prediction of structural safety of existing timber roofs using laser scanner and drilling resistance testsCuartero, Jaime; Cabaleiro, Manuel; Sousa, Hélder S., et al.ArtigoAcesso aberto
2022Unified model for fully and partially FRP confined circular and square concrete columns subjected to axial compressionShayanfar, Javad; Barros, Joaquim A. O.; Rezazadeh, MohammadaliArtigoAcesso aberto
2014Unreinforced and confined masonry buildings in seismic regions : validation of macro-element models and cost analysisMarques, Rui Filipe Pedreira; Lourenço, Paulo B.ArtigoAcesso aberto
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