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Lara Bocanegra, A.J. (2023) Obra nueva. Prototipo de cubierta-gridshell en PEMADE-USC. En: Guía técnica de Soluciones innovadoras en madera Estructural en la arquitectura gallega actual, Ed. Agencia Gallega de la Industria Forestal. Consellería del Medio Natural. Xunta de Galicia Pp. 36-41. Depósito legal: C-2156-2022

La nueva Guía técnica de Soluciones innovadoras en madera Estructural en la arquitectura gallega actual, publicada por la XUNTA de Galicia, incluye dos obras proyectadas por ETSAMadera. Puedes consultar la guía en este enlace

Lara Bocanegra, A.J. (2023) Obra nueva. Edificio impulso verde. En: Guía técnica de Soluciones innovadoras en madera Estructural en la arquitectura gallega actual, Ed. Agencia Gallega de la Industria Forestal. Consellería del Medio Natural. Xunta de Galicia Pp. 18-23. Depósito legal: C-2156-2022

La nueva Guía técnica de Soluciones innovadoras en madera Estructural en la arquitectura gallega actual, publicada por la XUNTA de Galicia, incluye dos obras proyectadas por ETSAMadera

Majano-Majano A, Lara-Bocanegra AJ, Xavier J, Guaita M. (2022) Splitting capacity of Eucalyptus globulus beams loaded perpendicular to the grain by connections. Materials and Structures (2022) 55:147

Abstract In timber structures, knowledge of the splitting capacity of beams loaded perpendicular to the grain by dowel-type connections is of primordial importance since brittle failure can occur. In the present work, single- and double-dowel-type connections following different loaded edged

Lara-Bocanegra AJ, Majano-Majano A, Ortiz J, Guaita M. (2022) Structural Analysis and Form-Finding of Triaxial Elastic Timber Gridshells Considering Interlayer Slips: Numerical Modelling and Full-Scale Test. Applied Sciences 12, 5335

Abstract Elastic timber gridshells are lightweight structures whose stiffness is highly dependent on multiple factors, such as boundary conditions and the semi-rigidity and eccentricity of the joints. Their structural analysis requires calibrated numerical models that incorporate all aspects influencing stiffness.

Majano-Majanoa A, Lara-Bocanegra AJ, Xavier J, Pereira F, Morais J (2022) Direct evaluation of mode I cohesive law of eucalyptus bonded joints. Procedia Structural Integrity 37 (2022) 492–499

Abstract Eucalyptus globulus L. is a hardwood species with high mechanical properties and great potential for engineered timber products. In the development of glued laminated products using high density wood species such as eucalyptus, bonded joints (e.g. fingerjoints) could be

Majano-Majano A, Lara-Bocanegra AJ, Xavier J, Pereira F, Morais J. (2021) Direct evaluation of Mode I cohesive law of eucalyptus bonded joints. International Conference on Structural Integrity (ICSI), Funchal, Madeira, Portugal.

Lara-Bocanegra AJ, Majano-Majano A, Arriaga F, Guaita M. (2020) Eucalyptus globulus finger jointed solid timber and glued laminated timber with superior mechanical properties: Characterisation and application in strained gridshells. Construction and Building Materials, 265:120355.

Abstract This work establishes the main guidelines to produce high-performance Eucalyptus globulus Labill finger jointed solid timber and glued laminated timber laths and analyse their potential for application in multilayer strained gridshells. To this end, a proposal for strength grading

Crespo J, Majano-Majano A, Lara-Bocanegra AJ, Guaita M. (2020) Mechanical properties of small clear specimens of Eucalyptus globulus Labill. Materials, 13(4):906.

Abstract Eucalyptus globulus Labill stands out as one of the hardwood species produced in Europe with prominent mechanical properties, which is undergoing a growing interest in extending added value. The development of engineered wood products with this species and its

Majano-Majano A, Lara-Bocanegra AJ, Xavier J, Morais J. (2020) Experimental Evaluation of Mode II fracture Properties of Eucalyptus globulus L. Materials, 13(3):745.

Abstract Eucalyptus globulus Labill is a hardwood species of broad growth in temperate climates, which is receiving increasing interest for structural applications due to its high mechanical properties. Knowing the fracture behaviour is crucial to predict, through finite element models,

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