(ETSA) Construcción, Instalaciones y Estructuras

2012

1. An efficient cruciform element to model semirigid composite connections for frame analysis

   Journal of Constructional Steel Research, Vol. 72, pp. 97-104

2. Analysis of column web panel in shear for asymmetrical steel joints using finite elements models

   ECCOMAS 2012 - European Congress on Computational Methods in Applied Sciences and Engineering, e-Book Full Papers

3. Assessment of phenomenological failure criteria for wood

   European Journal of Wood and Wood Products, Vol. 70, Núm. 6, pp. 871-882

4. Behaviour of trapezoidal shear panels in steel joints

   Proceedings of Connections VII: 7th International Workshop on Connections in Steel Structures. Timisoara, Rumania (ECCS), pp. 63-76

5. Casa Arias: con madera y sin calefacción en Roncal

   Navarra forestal: revista de la Asociación Forestal de Navarra, Núm. 31, pp. 34-37

6. Failure criteria for wood under multiaxial loading

   19th European Conference on Fracture: Fracture Mechanics for Durability, Reliability and Safety, ECF 2012

7. Las estructuras de los árboles

   Navarra forestal: revista de la Asociación Forestal de Navarra, Núm. 30, pp. 36-38

8. Metodología para el diagnóstico y la rehabilitación energética de la envolvente de la edificación residencial existente

   Patorreb 2012: 4.º Congreso de patología y rehabilitación de edificios. 12-14 de abril de 2012, Santiago de Compostela

9. Numerical and experimental investigation on wooden profiles with fiber confinement

   ECCM 2012 - Composites at Venice, Proceedings of the 15th European Conference on Composite Materials

10. Peter Bohlin: "stay hungry, stay foolish"

    MAS MADERA, pp. 32 - 37

11. Sede del Banco de Bilbao: ¿primer edificio cero emisiones de España?

    El Instalador, Núm. 501, pp. 15-20

12. THE HOLE DRILLING TECHNIQUE ON TIMBER STRUCTURES: PREVIOUS TESTS

    STRUCTURAL ANALYSIS OF HISTORICAL CONSTRUCTIONS, VOLS 1-3

13. The effect of geometry on the structural capacity of masonry arch bridges

    Construction and Building Materials, Vol. 34, pp. 97-106