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Publicité

J. M. Cabrero ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Dávila, L. D. / Cabrero, J. M. / Flores, O. (2022): New seismic exposure modeling approach for Guatemala City. Dans: Bulletin of Earthquake Engineering, v. 21, n. 2 (décembre 2022).

    https://doi.org/10.1007/s10518-022-01570-1

  2. Basterrechea-Arévalo, M. / Cabrero, J. M. / Iraola, B. / Goñi, R. (2021): Modelling of moment transmitting beam-to-column timber connections accounting for frictional transmission. Dans: Engineering Structures, v. 247 (novembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.113122

  3. Iraola, B. / Cabrero, J. M. / Basterrechea-Arévalo, M. / Gracia, J. (2021): A geometrically defined stiffness contact for finite element models of wood joints. Dans: Engineering Structures, v. 235 (mai 2021).

    https://doi.org/10.1016/j.engstruct.2021.112062

  4. Cabrero, J. M. / Heiduschke, A. / Haller, P. (2010): Analytical assessment of the load-carrying capacity of axially loaded wooden reinforced tubes. Dans: Composite Structures, v. 92, n. 12 (novembre 2010).

    https://doi.org/10.1016/j.compstruct.2010.05.007

  5. Cabrero, J. M. / Bayo, E. (2007): The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation. Dans: Journal of Constructional Steel Research, v. 63, n. 9 (septembre 2007).

    https://doi.org/10.1016/j.jcsr.2006.11.005

  6. Cabrero, J. M. / Bayo, E. (2007): The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation. Dans: Journal of Constructional Steel Research, v. 63, n. 9 (septembre 2007).

    https://doi.org/10.1016/j.jcsr.2006.11.004

  7. Cabrero, J. M. / Bayo, E. (2005): Development of practical design methods for steel structures with semi-rigid connections. Dans: Engineering Structures, v. 27, n. 8 (juillet 2005).

    https://doi.org/10.1016/j.engstruct.2005.02.017

  8. Bayo, E. / Cabrero, J. M. / Gil, B. (2006): An effective component-based method to model semi-rigid connections for the global analysis of steel and composite structures. Dans: Engineering Structures, v. 28, n. 1 (janvier 2006).

    https://doi.org/10.1016/j.engstruct.2005.08.001

  9. Iraola, B. / Cabrero, J. M. (2016): An algorithm to model wood accounting for different tension and compression elastic and failure behaviors. Dans: Engineering Structures, v. 117 (juin 2016).

    https://doi.org/10.1016/j.engstruct.2016.03.021

  10. Cabrero, J. M. / Yurrita, M. (2018): Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners. Dans: Engineering Structures, v. 171 (septembre 2018).

    https://doi.org/10.1016/j.engstruct.2018.03.037

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