X. Cahís; A. Catalan; A. Benavent-Climent; D. Trias "A new Coplanar Dual Core Buckling-Restrained Brace." Journal Of Building Engineering 70 (2023): -. Ariel Catalán; Xavier Cahís; Maria Francesca Sabbà; Fabio Rizzo "A Simplified methodology of european steel characterization on theoretic structural application with buckling restrained braces." Shock and Vibration 2022(1) (2022): -. X.Cahís; E. Simon; D. Piedrafita; A. Catalan "Core behavior and low-cycle fatigue estimation of the Perforated Core Buckling-Restrained Brace." Engineering Structures 174 (2018): 126-138. Emara, M., Torres, L., Baena, M., Barris, C., Cahís, X. "Bond response of NSM CFRP strips in concrete under sustained loading and different temperature and humidity conditions." Composite Structures 192 (2018): 1-7. Piedrafita, D.; Maimí, P.; Cahís, X. "A constitutive model for a novel modular all-steel buckling restrained brace." Engineering Structures 100 (2015): 118-126. D. Piedrafita; X. Cahis; E. Simon; J. Comas "A new Perforated core buckling restrained brace." Engineering Structures 85 (2015): 118-126. Daniel Piedrafita; Xavier Cahis; Enric Simon; Jordi Comas "A new modular buckling restrained brace for seismic resistant buildings." Engineering Structures 56 (2013): 1967-1975. Cahís X; Benavent-Climent A; Catalán A "Modelo numérico del comportamiento histerético de uniones entre forjados reticulares y pilares de fachada.." Revista Internacional de Metodos Numericos Para Calculo y Diseno en Ingenieria 29 (2013): 248-259. Catalán, A.; Benavent-Climent, A.; Cahís, X. "Selection and scaling of earthquake records in assessment of structures in low-to-moderate seismicity zones." Soil Dynamics and Earthquake Engineering 30 (2010): 40-49. Lopez-Almansa, F.; Roca, P.; Sarrablo, V.; Cahís, X.; Canet, J.M. "Experiments on Reinforced Brick Masonry Vaulted Light Roofs." ACI Structural Journal 107 (2010): 355-363. Benavent-Climent A, Cahis X, Vico JM "Interior wide beam-column connetions in existing RC frames subjected to lateral earthquake loading." Bulletin of Earthquake Engineering 8 (2010): 401-420. Franco, JM, Cahís X., Gracia L, Lòpez Almansa, F "Experimental testing of a new anti-sesismic dissipator energy devide based on the plasticity of metals." Engineering Structures 32 (2010): 2672-2682. Benavent-Climent, A.; Cahís, X.; Catalan, A. "Reinforced Concrete Exterior Waffle Flat Plate Plate-Column Connections Subjected to Lateral Earthquake Loading." Journal of Earthquake Engineering 13 (2009): 275-292. Palazzo, G.; López-Almansa, F., Cahís, X.; Crisafulli, F. "A low-tech dissipative buckling restrained brace. Design, analysis, production and testing." Engineering Structures 31 (2009): 2152-2161. Benavent-Climent, A.; Cahís, X.; Zahran, R. "Exterior wide beam-column connections in existing RC frames subjected to lateral earthquake loads." Engineering Structures 31 (2009): 1414-1424. Benavent-Climent, A.; Cahís, X. ; Catalán, A. "Seismic Behavior of Interior Connections in Existing Waffle-Flat-Plate Structures." Engineering Structures 30 (2008): 2510-2516. Torres, Ll.; Cahís, X.; López, F.; Bozzo, L.M. "Modelo de comportamiento en servicio para estructuras reticulares de hormigón. Parte II: diagrama tensión –deformación para elementos fisurados a flexión." Hormigón y Acero 227 (2003): 55-65. Torres, Ll.; Cahís, X.; López, F.; Bozzo, L.M. "Modelo de comportamiento en servicio para estructuras reticulares de hormigón. Parte I: descripción del modelo y ejemplos de aplicación." Hormigón y Acero 227 (2003): 43-53. Torres, Ll.; López Almansa, F.; Cahís, X.; Bozzo, L.M. "A numerical model for sequential construction, repairing and strenghtening of 2-D concrete frames." Engineering Structures 25 (2003): 323-336. Cahís, X.; Torres, Ll.; Bozzo, L.M. "Nuevo disipador para edificación sismoresistente. 2ª parte: comportamiento de estructuras duales de un grado de libertad con disipadores." Hormigón y Acero 220 (2001): 57-67. Cahís, F.X.; Torres, Ll.; Bozzo, L.M. "Nuevo disipador para edificación sismoresistente. 1ª parte: caracterización y modelos de predicción." Hormigón y Acero 219 (2001): 91-101.