Gómez Royuela, J.L. (2024) Analysis of the splitting capacity of dowel connections in hardwood loaded perpendicular to the grain in the framework of the fracture mechanics (PhD Thesis).

Gómez Royuela, J.L. (2024) Analysis of the splitting capacity of dowel connections in hardwood loaded perpendicular to the grain in the framework of the fracture mechanics (PhD Thesis).

Author: Gómez Royuela, J.L. Supervisor: Majano-Majano, A. & Xavier, J. University: Higher Tech. School of Architecture of Madrid (ETSAM) | Tech. University of Madrid (UPM) https://oa.upm.es/83915 Abstract Mechanical dowel connections are a widely used solution in timber structures due to

Gómez-Royuela, J.L., Majano-Majano, A., Lara-Bocanegra, A.J., Xavier, J., & de Moura, M.F.S.F. (2024). Splitting Capacity of Beech Beams Loaded Perpendicular to the Grain through Dowel-Type Connections: Influence of Fracture Properties. III Ibero-Latin American Congress on Timber Construction (CIMAD 24), Madrid, Spain.

Gómez-Royuela, J.L., Majano-Majano, A., Lara-Bocanegra, A.J., Xavier, J., & de Moura, M.F.S.F. (2024). Splitting Capacity of Beech Beams Loaded Perpendicular to the Grain through Dowel-Type Connections: Influence of Fracture Properties. III Ibero-Latin American Congress on Timber Construction (CIMAD 24), Madrid, Spain.

Abstract European beech (Fagus sylvatica L.) is one of the most abundant and widely used hardwood species in Europe for the manufacture of structural wood products. Its high strength and stiffness make it an excellent alternative for the design of

Villar García JR, Vidal-López P, Rodríguez-Robles, Moya-Ignacio M, Lara-Bocanegra AJ, Majano-Majano A (2024) Experimental determination of the coefficient of friction of micro-laminated eucalyptus timber (Eucalyptus globulus Labill.). III Congreso Ibero-Latinoamericano de la Madera en la Construcción (CIMAD 24). Madrid, España.

Villar García JR, Vidal-López P, Rodríguez-Robles, Moya-Ignacio M, Lara-Bocanegra AJ, Majano-Majano A (2024) Experimental determination of the coefficient of friction of micro-laminated eucalyptus timber (Eucalyptus globulus Labill.). III Congreso Ibero-Latinoamericano de la Madera en la Construcción (CIMAD 24). Madrid, España.

Abstract This study experimentally determines the static and dynamic friction coefficients of laminated veneer lumber (LVL) made from Eucalyptus globulus Labill. The research covers the two possible product configurations: LVL-L, with all veneers oriented in the same fiber direction, and

Martínez-Criado C, Lara-Bocanegra AJ, Roig A, González-Quintial F, Martín-Pastor A, Majano-Majano A. (2024) Parametric design and digital fabrication of disassemblable elastic timber gridshells with principal curvature lines network and carpentry joints. P. Block, G. Boller, C. DeWolf, J. Pauli, W. Kaufmann (eds.) Proceedings of the IASS Symposium Redefining the Art of Structural Design. August 26-30, 2024, Zurich Switzerland.

Martínez-Criado C, Lara-Bocanegra AJ, Roig A, González-Quintial F, Martín-Pastor A, Majano-Majano A. (2024) Parametric design and digital fabrication of disassemblable elastic timber gridshells with principal curvature lines network and carpentry joints. P. Block, G. Boller, C. DeWolf, J. Pauli, W. Kaufmann (eds.) Proceedings of the IASS Symposium Redefining the Art of Structural Design. August 26-30, 2024, Zurich Switzerland.

Abstract This work explores the design and digital fabrication of elastic timber gridshells integrating principal meshes. These networks guarantee, among others, planar faces discretization, node offset properties and orthogonal meetings of the components what simplifies the joining solution for what

Pérez Díaz, J (2024). Design and digital fabrication of carpentry joints: Sheet splice for reticular timber shell structures (Bachelor’s Thesis)

Pérez Díaz, J (2024). Design and digital fabrication of carpentry joints: Sheet splice for reticular timber shell structures (Bachelor’s Thesis)

Title: Design and digital fabrication of carpentry joints: Sheet splice for reticular timber shell structures. Author: Pérez Díaz, J. Supervisor: Lara-Bocanegra AJ. Rating: 9 (SB) University: Higher Tech. School of Architecture of Madrid (ETSAM) | Tech. University of Madrid (UPM)

Urbón de la Puebla, C. (2024). Mid-rise residential construction with timber in Spain. Structural design strategies (Bachelor’s Thesis)

Urbón de la Puebla, C. (2024). Mid-rise residential construction with timber in Spain. Structural design strategies (Bachelor’s Thesis)

Title: Mid-rise residential construction with timber in Spain. Structural design strategies. Author: Urbón de la Puebla, C. Supervisor: Lara-Bocanegra AJ. Rating: 8.7 (NT) University: Higher Tech. School of Architecture of Madrid (ETSAM) | Tech. University of Madrid (UPM) Link: https://oa.upm.es/83481/

Ortiz-Sanz J, Gil-Campo M, Bastos G, Lara-Bocanegra AJ (2024) Affordable SfM photogrammetry for monitoring of test on full scale timber gridshell structures. Maderas: Ciencia y Tecnología, 26(8):1-14. Q2 (JCR). JIF: 1,576

Ortiz-Sanz J, Gil-Campo M, Bastos G, Lara-Bocanegra AJ (2024) Affordable SfM photogrammetry for monitoring of test on full scale timber gridshell structures. Maderas: Ciencia y Tecnología, 26(8):1-14. Q2 (JCR). JIF: 1,576

Abstract Numerical models of the resistance of structures must be validated through the measurement of their deformation under load, which is made difficult by size and complexity. In the present study, the geometry of a large reticular laminar structure is

Martínez-Criado C, Lara-Bocanegra AJ, Roig A, González-Quintial F, Martín-Pastor A, Majano-Majano A. (2024) Hacia la fabricación digital de estructuras laminares de madera deformadas elásticamente con mallados ortogonales. III Congreso Ibero-Latinoamericano de la Madera en la Construcción (CIMAD). Madrid, España.

Martínez-Criado C, Lara-Bocanegra AJ, Roig A, González-Quintial F, Martín-Pastor A, Majano-Majano A. (2024) Hacia la fabricación digital de estructuras laminares de madera deformadas elásticamente con mallados ortogonales. III Congreso Ibero-Latinoamericano de la Madera en la Construcción (CIMAD). Madrid, España.

Abstract Las estructuras laminares reticulares de madera son estructuras que, gracias a la eficiencia estructural que les confiere su forma curva consiguen una notable optimización de material, constituyendo una excelente respuesta a las exigencias cada vez mayores de una construcción

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