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D. Hernández-Figueirido 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. Albero, V. / Reig, L. / Hernández-Figueirido, D. / Roig-Flores, M. / Melchor-Eixea, A. / Piquer, A. / Pitarch, A. M. (2024): Fire and postfire compressive strength of recycled aggregate concrete made with ceramic stoneware. In: Journal of Building Engineering, v. 89 (July 2024).

    https://doi.org/10.1016/j.jobe.2024.109363

  2. Albero, V. / Ibañez, C. / Hernández-Figueirido, D. / Piquer, A. (2022): Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities. In: Engineering Structures, v. 259 (May 2022).

    https://doi.org/10.1016/j.engstruct.2022.114206

  3. Ibañez, C. / Hernández-Figueirido, D. / Piquer, A. (2021): Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment. In: Engineering Structures, v. 230 (March 2021).

    https://doi.org/10.1016/j.engstruct.2020.111687

  4. Albero, V. / Ibañez, C. / Piquer, A. / Hernández-Figueirido, D. (2021): Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads. In: Journal of Constructional Steel Research, v. 176 (January 2021).

    https://doi.org/10.1016/j.jcsr.2020.106365

  5. Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities. In: Journal of Constructional Steel Research, v. 68 (January 2012).

    https://doi.org/10.1016/j.jcsr.2011.07.014

  6. Piquer, A. / Hernández-Figueirido, D. (2016): Protected steel columns vs partially encased columns: Fire resistance and economic considerations. In: Journal of Constructional Steel Research, v. 124 (September 2016).

    https://doi.org/10.1016/j.jcsr.2016.05.011

  7. Piquer, A. / Ibañez, C. / Hernández-Figueirido, D. (2019): Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. In: Engineering Structures, v. 184 (April 2019).

    https://doi.org/10.1016/j.engstruct.2019.01.091

  8. Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment. In: Journal of Structural Engineering (ASCE), v. 138, n. 12 (December 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000590

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