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J. M. Cabrero ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Dávila, L. D. / Cabrero, J. M. / Flores, O. (2022): New seismic exposure modeling approach for Guatemala City. In: Bulletin of Earthquake Engineering, v. 21, n. 2 (December 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. In: Engineering Structures, v. 247 (November 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. In: Engineering Structures, v. 235 (May 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. In: Composite Structures, v. 92, n. 12 (November 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. In: Journal of Constructional Steel Research, v. 63, n. 9 (September 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. In: Journal of Constructional Steel Research, v. 63, n. 9 (September 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. In: Engineering Structures, v. 27, n. 8 (July 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. In: Engineering Structures, v. 28, n. 1 (January 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. In: Engineering Structures, v. 117 (June 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. In: Engineering Structures, v. 171 (September 2018).

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

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